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Tender For corrigendum : supply of equipments for advanced hydrotherapy unit atniepid secunderabad underwater treadmill , parallel bars and other equipments , aqua gym set , aqua cycle for adult , aqua cycle for children , sectional foam pool raft , aquatic upright position flotation therapy aid , aquatic head float and stabilizer bar combination , aqua walker, reaching poles and hurdles , swim tubes , pad plus for the delta swim system , pool noodles , disney frozen printed kids inflatable swim vest , swim caps, goggles, ear plugs , arlark floating pool noodle sling mesh float chair swimming seat water toys for kids , swim suit and other accessories , swimming board float kickboard swim safe training tool , therapist suits and accessories , water proof diapers , emergency , cpr and evacuation equipment for aquatic therapy pool , music system cum emergency announcement facility
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
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
Tender For repair and overhauling service - short refit of in asset com 0995 sdp sr o l 25 a; any other suitable brand; no; buyer premises, service provider premises-dock bed preparation including marking, block placement, rigging up of centrelines and preparation of wooden keel/shape blocks as per docking plan. (a) the firm is to provide manpower for rope handling for docking/ undocking of slave dock pontoon as per docking schedule. (b) normally, one docking is envisaged. secord docking is catered to address exigencies, if any arises or to cater for operational requirements (c) cost of additional docking/ undocking operations of the pontoon, emerging due to delay in refit attributable to the contractor, is to be borne by the contractor. (d) fire sentry with portable fire-fighting appliances as well as physical security of contractor items/ material during dry-docking/ refit period are to be catered by the contractor. item no 1 2.00 nos 1.0002 002 cleaning of underwater hull post docking, external hull surface of the pontoon to be cleaned by high pressure fresh water jet washing (3000 psi) immediately after docking. item no 2 1950.00 sq.m 1.0003 003 provision of scaffolding, positioning and staging for undertaking survey, renewal/ repairs, surface preparation and painting of sdp. nb: (a) the principles dimensions of the pontoon are as follows:- size of slave dock pontoon 86m(l) x 16m(b) x 2.8m(h) (b) scaffolding material will be provided by nd(v) item no 3 1500.00 cum 1.0004 004 (a) undertake visual survey of all structural members including complete external hull surface, weather deck, access ladders and all internal tanks, manhole covers and deck fittings. item no 4 15000.00 sq.m 1.0005 004 (b) usg survey is to be undertaken for the suspected areas as per recommendations of class society (to be paid on actual). item no 5 5000.00 sq.m 1.0006 004 (c) hull survey and action taken reports is to be approved by any one of the in approved classification society (abs/bv/dnv/irs/classnk/lr/rina). nb:- (a) surveys are to be undertaken through qualified inspection services provided firm, recognised by any one of the in approved classification society, as indicated above. (b) renewal of corroded/ damaged areas to be recommended through survey i.a.w class standards or no 01/15. ndt, post repairs, to be undertaken as per class society norms. (c) tanks repaired by build-up/renewals are to be air pressure tested. (d) usg gauge and all associated equipment for survey to be provided by firm. robotic survey methods may be used by the contractor to save labour and time. (e) all deck fittings to be surveyed, repaired and load tested where considered necessary as per class standards. (f) all manholes to be inspected and repaired to ensure water tightness item no 6 1.00 set 1.0007 005 metal built ups to be carried at indicated location i.a.w class standards or no 01/15 requirements. nb: (a) build up followed by fairing by grinding to be undertaken. (b) to be undertaken as per survey report (to be paid as per actual work done) i.a.w class standards or no 01/15. item no 7 100.00 sq.m 1.0008 006 scantlings/ hull structural renewal of corroded/ damaged areas as per survey. nb: (a) renewal to be undertaken as per class standards or no 01/15. (b) to be undertaken as per survey report (to be paid as per actual work done) (c) ndt/ dpt is to be undertaken for renewal areas. (d) material is to be catered by the vendor item no 8 10.00 tonnes 1.0009 007 air pressure testing (apt) to be undertaken for all tanks/ chambers as per class standards to prove wt integrity post repairs as indicated at note- 4(b) above (to be paid on actuals). nb: (a) all equipment/ set up (including temporary fixures and their removal after test) are required to be catered by contractor. (b) pressure test:- (i) a test pressure of 150 mm water gauge is to be applied and pressure source isolated. the pressure drop if any, should then be monitored. (ii) any drop in water gauge reading should not ex
Tender For corrigendum : supply of part 1 general rules , part ii ta rules , part iii leave rules , part iv da dr and hra , ccs pension rules , ccs extraordinary pension rules , cgegis insurance scheme , medical attendance rules , ccs or cca rules , ccs conduct rules , leave travel concession rules , house builiding advance rules , suspension and reinstaement , ccs temp service rules 1965 , seniority and promotion central government , reservation and concession for scs and st and obc mandal commission , reservation and concession for persons bench mark disability , right to information act 2005 , manual disciplinary proceedings , manual of office procedure with notes and instructions , master guide for fr sr and service rules , standard specification and code of practice for water bound macadam 3rd revision , specifications for bituminous macadam 1st revision , code of practice for road markings , guidelines for road markings 2nd revision with cd , guidelines for design and construction of river training and control works for road bridge 2nd revision , specifications for dense graded bituminous mixes , code of practice for concrete road bridges 1st revision , specifications for readymade bituminous pot hole parching mix using cut back bitumen , guidelines for evaluation of load carring capacity of bridge 1st revision , hill road manual , guidelines for load testing of bridges 1st revision , guidelines for use of interlocking concrete block pavement 1st revision , guidelines for retrofitting of steel bridges by pre stressing , guidelines for raod tunnels 1st revision , guidelines for design and installation of gabion structure , specifications for road and bridge works 2013 5th revision , tentative specification for construction of stabilized soil roads with soft aggregates in areas of moderate and high rain fall , guidelines for design and horizontal curves for highways and design tables 1st revision , highway engg by khanna and ceg justo and a veeraraghvan , principle and practices in highways engg by lr kediyali , principles of pavement design by ej yoder mw witczak , traffic and highway engineering by nj garbar and la hoel , highway engineering hand book , a course in highway engineering , swamy hand book 2024 , building construction , flow in open channel , finite element analysis theory and application with ansys , essential engg , design of bridge structure , strength of material , inventory control and management , engineering mechanics , dynamics of structures applications to earth water eng , the story of my experiments with truth , strength of materials , harbour and dock and tunnel engg , for the love of india life and times of jamsedji tata , structural analysis , applied mathematics , applied science , applied mechanics , advance surveying , highway engineering , concrete technology , water resources engineering , public health engineering , business communication using computer , physics cbse class-10 books , chemistry cbse class-10 books , math cbse class-10 books , english grammer cbse class-10 books
Tender For supply of boq for conclusion of price agreement for period of two years - water proof torch 2 cell rubberised , playing cards , polythene bags 10 inch x 20 inch x 300 guage , polythene bags 9 ft x 40 inch x 1000 guage , deflation port complete , hyplon fabric black , repair material for buoyancy chambers for life raft