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Tender For tender for scrap material - mix scrap , tire big and small , hdpe plastic crate , paper craft bag weight 220 poly liner bag weight 85 -230 grams 90 grams - , iron , steel , paper craft bag weight 220 -230 grams , poly liner bag weight 85 -90 grams , milk pouch foil , mix scrap , iron
Tender For supply of materrial- mix scrap , tire big and small , hdpe plastic crate , paper craft bag weight 220 230 grams poly liner bag weight 85 -90 grams - , iron , steel , paper craft bag weight 220 230 grams poly liner bag weight 85 90 grams - , milk pouch foil , mix scrap , iron
Tender For supply of bolt, key wood ruff, adaptor(e3-20-1 by 8), oil seal pilot bearing, kit shim 72.5 odx 65 id (plate xxi c), guide hose lh (plate vi ac), spring torsion, adaptor, kit shim 79.5 od x 72 id (plate xxi c), kit shim 64.5odx 57 id (plate xxi c), rubber pad 30x20x12 (plate iv h), nut 1-1 by 2 inch unf x 27.5 thk, spring steel bush (44.8 odx3), shim, cover battery (plate viii e), cap steering wheel (plate xii f), adaptor 39.5mm long. m by m 1 by 2 inch bsp x 7 by 8 inch sae lvb (, adaptor (plate xiv b), adapter, washer hardened fit under it.2 (jcb super plate , clip worim drive, clip p-clip, 25mm dia (jcb super plate xxi h), bolt banjo, bracket throttle (plate xxiv c), plate sealing (plate xxviii a), seal, washer rebound 16x80x6(plate iii l), key 2.2 mm (plate iv a), seal top ratl window (plate iv t), spacer 50mmx115mmx5.5mm, spacer main shaft seal, screw bleed (plate xxi c), adaptor, hose, baffle pre filter (plate xxx a), hose 400mm (plate xxx b), cap, cover rear steering column (plate xii e), cover steering column front (plate xii e), adaptor 5 by 8 inch bspx1 by 2 inch bsp m m, spacer 50mmx115mmx6.0mm, light number plate, seal door(plate iv u-4), nut rivet m8 (plate iv ao), bolt gr-8.8m12x130 long, spacer (plate v i), bush spring 51.2odx44.8idx70 long, seal, pin boom lock (plate vi v), blanking disc(b4-1-1 by 04), bracket support (jcb super plate xiii p), adapter includes o ring (plate xv c), adapter (plate xv c), spacer 50mm x 115mm x4.5mm, circlip (plate xxi e), dipstick (jcb super plate xxi h), rubber hose 6x12x800 (plate xxiii b), plate master cylinder adapter (plate xxiii c), clip jubille, bracket side panel mounting (plate xxviii b), adaptor lvb (jcb super plate xiii d), mounting rubber, clamp gear lever gaiter (plate x v), ring clamp load (plate x x), adjusting nut, pad wear, lower (plate iii i), pin (plate iii y), mounting bracket fuse (plate iv c), guard hose rh (plate vi e), micro relay change over 12v, micro relay n o 12v, clevis lh thread (plate x d), washer thrust (jcb super plate xii d), adapter g3 by 8a-7 by 8 unf(m)(jcb super plate xiii f), pipe support (jcb super plate xiii p), adaptor (plate xv c), seal(e4-3-5), spacer 50mm x 115 mm x 3.5 mm, spacer lay shaft od 72.5x id 63.5 (plate xxi c), pipe assy 4wd(plate-f5-5-10 by 43), clip 9.5mm dia., pinch type (jcb super plate xxi, thrust washer side gear, needle thrust brg, light interior(c3-10-1), mounting bracket fan (plate iv aj), bush (b3-2-2), liner bearing(ispl sl no-488), knob with switch (plate x v), tee-adaptor, adapter (plate xv c), spacer 50mm x 115mm x4.0mm, plate counter (jcb super plate xxi f), boot air pre cleaner (plate xxvi a), jubilee clip, guide rh (plate vi ac), pad wear, lower fix (plate iii h), plug locking (plate iii i), mounting roof liner assy rear (plate iv f), bush spring 51.2odx44.8idx70 long, hose tank side (jcb super plate xiii h), spacer 50x115x5mm(f1-3-1 by 02), circlip internal (f5-1-30 by 15), seal rear window (plate iv t), guide hose lh (plate vi aa), guide hose rh (plate vi aa), spacer (plate v i), bracket retainer lh (plate iv s), socket mobile charger, cover fuse box (plate iv ae), bush 44.8 idx51.2 odx114 long(os-630), washer spacing (plate v h), plate gauge (plate ix a), reverse horn flasher, shield heat lh(plate x a), shield heat rh (plate x a), plate retainer (jcb super plate xii a), adaptor, adaptor (el-9-13 circuit, auxiliary valve block), hose grease (plate xviii c), seal, nut m30 x 2 static (jcb super plate xviii j), differential nut, spacer main shaft ss750 (plate xxi c), ring seal, connector, benjo(jcb brake system plate g1-1-10), hose hyd oblique oti cooler (plate xxviii a), fuel tank cap (plate iii c), handle lh (ms sl-40), adopter m by m 1 inch bsp, cap side shift stabiliser, nut rivet (plate v b), stainer fuel filter (plate iii c), pin pivot, brake pedal (plate x p), adapter (plate xxi c), adaptor (jcb super plate xiii h), bush(plate-f1-6-1), guard hose lh (plate vi e), clamp, adopter 90 deg elbow (plate-xiii
Tender For supply of gum paint bott of 15 ml , cavity liner calcium hydroxide based self cure radiopaque two paste system tube of not less than 10 gms , edta gel for root canal preparation , tube of 5.0 gm , clove oil bottle of 50ml , pulp devitaliser non arsenic, containing paraformaldehyde 46percent, lidocaine base 37percent, phenol 6percent paste, jar of 4.5 gm , triamcinolone acetonide 0.percent for oral use, tube of 5 gm , povidone iodine germicidal gargle 2percent w by v , povidone iodine 7.5percent solution 100 ml , hydrogen peroxide solution with stabilizer ip 20 volume 500 ml bott , chlorhexidine solution containing chlorhexidine gluconate bp 7.5percent v by v, cetrimide bp 15percent w by v 500 ml bott , povidone iodine solution 5percent bottle of 100 ml , syringe disposable, plastic, sterile, 5 ml with needle , syringe dosposable, plastic sterile,10 ml with needle , abrasive mounted diamond fg round 1.8mm , abrasive mounted diamond fg inverted cone 1.8mm , abrasive mounted diamond fg cylindrical 1.2mm , antiseptic oral pain relieving topical gel containing antiseptic and topical anaesthetic in gm or ml , cloth glass polishing bleached cotton white 1xhalf metres , hand piece lubricant spray bott of 500 ml-600ml , plaster dental stone pkt of 1 kg , base, acrylic resin powder pink shade bott of 450 gm and acrylic resin liquid bott of 227.3 ml , base, acrylic resin powder clear shade bott of 450 gm and acrylic resin liquid bott of 227.3 ml , box denture and appliance , paper glass perforated fine 7.6cm wide roll of 25 mtr sand paper , spray anaesthetic surface bott of 100ml , syringe hypodermic cartridge type needle 35 mm long presterlised disposable pkt of 100 , polishing cup rubber, mounted soft for rahp pkt of 12 , material impression alginate pkt in 300 to 500 gms , flowable light-cure composite kit complete of four syringes of 2-4 gm each with etchant and bonding , lining cavity composite cal hyd based photocure - prefilled syringe of 2-5 gm with applicator tips , material temporary filling, no mix single phase bott of 25-30gm , material plastic glass ionomer photo cure for lining and luting powder 10 to 15 gm and liq , medicament root canal formocresol-bott of 10 to 15 ml , points absorbent root canal assorted box of 6 tubes containing assorted sizes , set of six hand niti tapered files 21mm length with corresponding gutta percha points and paper points-complete kit , set of six hand niti tapered files 25mm length with corresponding gutta percha points and paper points-complete kit , set of six rotary niti tapered files 21mm length with corresponding gutta percha points and paper points set complete , set of six rotary niti tapered files 25mm length with corresponding gutta percha points and paper points set complete , k files stainless steel size no 8 length 25 mm set of 6 , k files stainless steel size no.10 length 25 mm set of 6 , k files stainless steel length 25 mm size no 15-40 set of 6 , h file stainless steel size no 15-40 , length 21 mm set of 06 , denture adhesive powder bottle 10 to 15 gm , disposable rvg sensor sleeves pkt of 1000 , articulating paper , calcium hydroxide with iodoform root canal dressing and filling paste in syringe of 2-4 gms bid details/ 2 / 42
Tender For state scheme (nabard) /25-26/tikari /01 - 1) name of work: construction of high level rcc bridge over morahar river in between mahiyarpur to kurmawaan, earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. upto 3.000 m depth, providing and constructing temporary island 16 m diasmeter all complete job as per specifiactions and direction of e/l, providing service road etc. all complete job as per specifications and direction of e/i., providing steel liner 6 mm thick for piles including fabricating and setting out as per detailed drawing., bored cast-in-situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m., dismantling of reinforced concrete pile head complete as per drawing and technical specification, providing and laying of pcc m15 levelling course 100mm thick below the pile cap., cement concrete for reinforced concrete m - 35 in pile cap complete as per drawing and technical specification, supplying, fitting and placing un-coated hysd bar reinforcement in foundation complete as per drawing and technical specifications., providing rcc m30 mechanically mixed concrete in abutment shaft & pier shaft with stone aggregate 20 mm nominal size and clean coarse sand of fm-2 .all complete job as per design upto 5 m height, supply fitting & fixing elasto-meric bearing & seismic pad :-- supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to irc: 83 (part-ii) section ix and clause 2005 of morth specifications complete including all accessories as per drawing and technical specifications. elastomeric bearing & pad, providing weep holes in abutment cap with 100mm dia ac pipe:-- providing weep holes in brick masonry/plain/ reinforced concrete abutment, wing wall/ return wall with 100 mm dia ac pipe, extending through the full width of the structure with slope of 1v :20h towards drawing foce. complete as per drawing and technical specifications., supplying, fitting and placing hysd bar reinforcement in substructure complete as per drawing and technical specification., back filling behind abutment, wing wall and return wall, complete as per drawing and \technical specification.(sandy material ), providing and laying of filter media with granular materials/stone crushed aggregate satisfying the requirement laid down in ci. 2504.22 of morth specification of not less than 600mm behind abutment, wing and return wall to the full height compacted., providing rcc m 30 grade & super structure :--furnishing and placing reinforced/ prestressed cement concrete in super-structure as per drawing and technical specification beyond 5 m and upto 10m hieght (t beam slab), providing hysd bar in all types of rcc work:-- supplying, fitting and placing hysd bar reinforcement in super-structure complete as per drawing and technical specifications ., wearing coat :-- providing and laying cement concrete wearing coat m-30 grade including reinforcement complete as per drawing and technical specifications, providing rcc m30 grade in railing:-- construction of precast rcc railing of m30 grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical rcc post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications., providing drainage spout:-- drainage spouts complete as per drawing and technical specification, providing pcc m15 grade below approach slab:-- pcc m15 grade leveling course below approach slab complete as per drawing and technical specification, providing pcc / rcc m30 in approach s
Tender For state scheme (nabard)/25-26/jhanjharpur/01 - 1) construction of hl rcc bridge in karhara to malleh road over bhutia balan river-ch-2.10 km, earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. upto 3.000 m depth, providing and constructing temporary island 16 m diameter. all complete job as per specifications and direction of e/i., providing service road etc. all complete job as per specifications and direction of e/i., providing steel liner 6 mm thick for piles including fabricating and setting out as per detailed drawing., bored cast-in-situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m., dismantling of reinforced concrete pile head complete as per drawing and technical specification, providing and laying of pcc m15 levelling course 100mm thick below the pile cap., cement concrete for reinforced concrete m - 35 in pile cap complete as per drawing and technical specification, supplying, fitting and placing un-coated hysd bar reinforcement in foundation complete as per drawing and technical specifications., providing rcc m-30 mechanically mixed concrete in sub structure with stone aggregate 20 mm nominal size and clean coarse sand of fm-2 all complete job as per design upto 5 m hieght, supply fitting & fixing elasto-meric bearing & seismic pad :-- supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to irc: 83 (part-ii) section ix and clause 2005 of morth specifications complete including all accessories as per drawing and technical specifications., providing weep holes in abutment cap with 100mm dia ac pipe:-- providing weep holes in brick masonry/plain/ reinforced concrete abutment, wing wall/ return wall with 100 mm dia ac pipe, extending through the full width of the structure with slope of 1v :20h towards drawing foce. complete as per drawing and technical specifications., supplying, fitting and placing hysd bar reinforcement in substructure complete as per drawing and technical specification., back filling behind abutment, wing wall and return wall, complete as per drawing and \technical specification.(sandy material ), providing and laying of filter media with granular materials/stone crushed aggregate satisfying the requirement laid down in ci. 2504.22 of morth specification of not less than 600mm behind abutment, wing and return wall to the full height compacted., providing rcc m 30 grade & super structure :-- furnishing and placing reinforced/ prestressed cement concrete in super-structure as per drawing and technical specification beyond 5 m and upto 10m hieght (t beam slab), providing hysd bar in all types of rcc work:-- supplying, fitting and placing hysd bar reinforcement in super-structure complete as per drawing and technical specifications ., wearing coat :-- providing and laying cement concrete wearing coat m-30 grade including reinforcement complete as per drawing and technical specifications, providing rcc m30 grade in railing:-- construction of precast rcc railing of m30 grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical rcc post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications., providing drainage spout:-- drainage spouts complete as per drawing and technical specification, providing pcc m15 grade below approach slab:-- pcc m15 grade leveling course below approach slab complete as per drawing and technical specification, providing pcc / rcc m30 in approach slab:-- reinforced cement concrete approach slab including
Tender For state scheme(nabard)/25-26/kishanganj-2/02 - construction of rcc h.l. bridge in t05 to raipur to jharkhuda path (mmgsy) ch-0.030 km, h.l. bridge work, foundation, excavation for structures, earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material., i) upto 3m depth, providing and laying of pcc m15 levelling course 100mm thick below the pile cap., ii. pcc grade m-15 (levelling course for pile cap), r.c.c. grade m 30 in pile foundation complete as per dwg & tech specification., pile cap in rcc m-30 (using batching plant, transit mixer and concrete pump), bored cast-in-situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m., ii. 1200 mm dia (using batching plant, transit mixer and concrete pump), supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202, providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing, providing and constructing temporary earth island (assuming depth of water 1.0 m and height of island to be 1.25 m including royality for earth, providing and constructing one span service road to reach island location from one pier location to another pier location including royality for earth, carrying out load test on any pile as per standard procedure laid down in the is:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load, a) initial load test on test pile for 2.5 times the design load specified in drawings, 1.2 m dia pile, b) routine pile load test on pile for 1.5 times the design load specified in drawings, 1.2 m dia pile (2% of piles in total)., c) horizontal pile load test on pile for 1.5 times the design load specified in drawings, 1.2 m dia pile (2% of piles in total) ., substructure, r.c.c. grade m-30 in substructure complete as per dwg & tech specification, i) upto 5m height (using batching plant, transit mixer and concrete pump), ii) from 5m upto 10m height (using batching plant, transit mixer and concrete pump), r.c.c. grade m-35 in substructure complete as per dwg & tech specification, ii) from 5m upto 10m height (using batching plant, transit mixer and concrete pump), supplying, fitting and placing hysd bar reinforcement (fe 415) in substructrue complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202, supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to irc: 83 (part-ii) section ix and clause 2005 of morth specifications complete including all accessories as per drawing and technical specifications., providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia ac pipe extending through the full width of the structures with slope of 1(v):20(h) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7, backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8, i) sandy material, providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8, superstructure, providing and laying reinfo
Tender For state scheme(nabard)/25-26/kishanganj-2/01 - construction of rcc h.l. bridge in malgachh to lat at ch.-0.600 km., h.l. bridge work, foundation, excavation for structures, earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material., i) upto 3m depth, providing and laying of pcc m15 levelling course 100mm thick below the pile cap., ii. pcc grade m-15 (levelling course for pile cap), r.c.c. grade m 30 in pile foundation complete as per dwg & tech specification., pile cap in rcc m-30 (using batching plant, transit mixer and concrete pump), bored cast-in-situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m., ii. 1200 mm dia (using batching plant, transit mixer and concrete pump), supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202, providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing, carrying out load test on any pile as per standard procedure laid down in the is:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load, a) initial load test on test pile for 2.5 times the design load specified in drawings, 1.2 m dia pile, b) routine pile load test on pile for 1.5 times the design load specified in drawings, 1.2 m dia pile (2% of piles in total)., c) horizontal pile load test on pile for 1.5 times the design load specified in drawings, 1.2 m dia pile (2% of piles in total) ., substructure, r.c.c. grade m-30 in substructure complete as per dwg & tech specification, i) upto 5m height (using batching plant, transit mixer and concrete pump), ii) from 5m upto 10m height (using batching plant, transit mixer and concrete pump), r.c.c. grade m-35 in substructure complete as per dwg & tech specification, ii) from 5m upto 10m height (using batching plant, transit mixer and concrete pump), supplying, fitting and placing hysd bar reinforcement (fe 415) in substructrue complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202, supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to irc: 83 (part-ii) section ix and clause 2005 of morth specifications complete including all accessories as per drawing and technical specifications., providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia ac pipe extending through the full width of the structures with slope of 1(v):20(h) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7, backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8, i) sandy material, providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8, superstructure, providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications clauses 800, 1205.4 and 1205.5, ii. rcc m-30 (using batching plant, transit mixer and concrete pump), supplying, fitting and placing hysd bar reinforcement (fe 415) in superstructrue complete as per drawings and technical sp
Tender For corrigendum : supply of veterinary instruments and equipments - allis tissue forceps (20 cm.), artery forceps curved (15 cm ), artery forceps straight (15 cm ), forceps s.s. (20 cm), forceps s.s.(15 cm), haemostat straight s.s.(17.5 cm), haemostate curved s.s. (15 cm. ), mayo s scissors curved isi (s.s. 15cm), mayo s scissors straight isi (s.s. 15cm), scissors straight s.s.(12.5 cm), scissors straight s.s.( 17.5 cm), surgical gloves (standard), surgical mask (standard), suturing needle (assorted size) (traumatic/atraumatic cured/st.), suture thread silk/ nylon (10 mt. reel no.100, 0, 1, 2, 3), chromic cat gut (100, 0, 1, 2, 3 no.), needle holder s.s.(15cm), instrument trolly, dressing drum s.s. round 20 gauge (height 30cmx30cm dia.), b.p. blades (no. 22, 23, 24, 11, 12, 13,14, 16, b.p. handle s.s.(no. 3 ), b.p. handle s.s.(no. 4), kidney tray s.s.(15 cm length), tray small ss (250mmx300mm), hypodermic needle (15 x3/4"), hypodermic needle (18 x3/4"), vaccutainer with needle (with vacuum, 10 ml and needle of double bewell 16 no.), electrcally operated needle and syringe destroyer. destruction rate max. 1 minute per needle of 1.6 mm thickness with 80 mm length. min. 350 cutted hubs of syringes with needle burnt residue., bloodless castrator for small animals 9 (made of special high carbon steel coated for protection against rust formation), castrator imported, i/v fluid stand (s.s.), intra venous set (disposable 0 standard) ), scalp vein set (21 no. 0 22 no.), electric dehorner (30 cm length), trocar canula for sheep s.s.(15 cm), teat syphon (ss), drenching bottle (large) (metal 500 m), drenching bottle (small) (metal 200 ml), doctor coat tericot (free size), plastic apron, macentosh sheet (double colour), rubber arm sleeves with latex gloves (no. 9), gum boot, dog muzzle (assorted size), dog nail cutter (standard), measuring cylinders (50 ml graduated borosil glass ), measuring cylinders of (100 ml graduated borsil glass ), medicine carry bag (nylon 600 dpu coated padded, multipocket for medicine and surgical equipments ), jar with lid ss (2 kg. capacity), jug ss (2 ltr. cap.), thermos s.s. double insulated (1 ltr. cap., 30cm length, 7.5cm mouth dia with soulder carrying strap.), bucket ss (12 ltr capacity), california mastitis kit, centrifuge machine (bench top) for general purpose, canopy tent with carrying bag. frame made of steel powder coated pipe (23 gauge) 0 tetron cover (waterproof) with two folding chairs and one folding table, vaccine carrier (1.6 lit capacity with 4 ice packs), microscope binocular, autoclave electric, calf puller ss 316/304., animal catching device, cold boxes vaccine storage capacity 20 ltr. weight fully loaded 43.3 kg. empty weight 17.5 kg. external surface material plastic, internal lining material plastic , insulation material polyurathene, insulation thickness 110 mm,, refrigerator, thermocautery, veterinary urine analyzer with accessories, animal sling for large animals, cold cabinet/ cold room with 25% capacity of racks as deep freezer and 75 % as cold cabinet having 2-8 degree celcius temperature, digital display, alarm system for temp. beyond set point, hematology analyzer with accessories (three parts), semi automatic veterinary serum analyzer with accessories, verticle cold cabinets for vaccine storage, with storage temperature 2-8 degree celcius. temperature holding time atleast 12 hrs, at power failure. adjustable shelves., hot air oven, incubator, ice liner (ice lined refrigerator or freezer) compressor compartment0 hermetically sealed high quality compressor 230 v 50/60 hz. relatively noise less fan to cool down the compressor. all steel tubes protected with special compound against rust formation. 1 thermostate pre-stetted from the factory for 2 c - 8 . control panel situated at the front of the unit. light indicators for different functions, 1 digital thermometer to indicate the internal temperature, latest cooling system. insulation with thick polyurethane foam. foaming agent- cyclo