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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
Tender For bid to ras corrigendum : supply of rfp 35 neurosurgery - disposable spine drape kit , disposable shunt drape set iodine impregnated 200cm x 120cm , craniotomy tool tapered 8 cm 2point3 mm non spiral , craniotomy tool tapered 8 cm 2point3 mm spiral , external ventricular drainaghe system , raney clip box of 200 , adjustable trasverse cross connector screw for 5point5mm rod , titanium expandable cage large , titanium expandable cage medium , oxidiesed regenerated cellulose 1x2 inch box of 10 , anterior cervical plate two level with 4 self tapping screws , anterior cervical plate three level with 4 self tapping screws , anterior cervical plate single level with 4 self taping screws , oxidiesed regenerated cellulose size 2x4 inch , oxidiesed regenerated cellulose size 4x4 inch , pre sterile gigli wire saw , c arm drape , five layer atraumatic foam dressing size 10x20 cm , five layer atraumatic foam dressing size10x25 cm , five layer atraumatic foam dressing 7point5x7point5 cm , external lumbar drain set complete with collection bag , antibiotic impregnated ventriculo-peritoneal shunt , theco peritoneal shunt , sutureless absorbable dural subsititute 1x3 , sutureless absorbable dural subsititute 2x2 , sutureless absorbable dural subsititute 3x3 , sutureless absorbable dural subsititute 4x5 , oxidiesed regenerated cellulose size 2x3 inch , oxidiesed regenerated cellulose size 1x2 inch , ioban impregnated incision drape 34x35cm , ioban impregnated incision drape 45x35 cm , peek cervical spacer with titanium slot and screws 5 mm , peek cervical spacer with titanium slot and screws 6 mm , surgicel nuknit 1x3point5 inch box of 10 foils , cervical lateral mass polyaxial screws 3point5 x 10 mm with top nut , cervical lateral mass polyaxial screws 3point5 x 12 mm with top nut , cervical lateral mass polyaxial screw 3point5 x 14 mm with top nut , cervical lateral mass polyaxial screw 3point5 x 16mm with top nut , cervical lateral mass polyaxial screw 3point5 x 18 mm with top nut , cervical lateral mass polyaxial screw 3point5 x 8 mm with top nut , cervical lateral mass polyaxial screw 4 x 14 mm with top nut , cervical lateral mass polyaxial g screw 4 x 16mm with top nut , cervical lateral mass polyaxial screw 4 x18 mm with top nut , cervical lateral mass polyaxial screw 4x 20 mm with top nut , skin stappler with 35by55 stainless staples , bipolarforceps handle flat for use with isocool tips , isocool active heat transfer bipolar tip 0point25 mm , laminoplasty spacers pack of one with screws , deep brain stimulator with complete set , dose modulating intrathecal baclofen pump 40ml with approval , occipital keel plate large with four occipital screws , occipital keel plate medium with four occipital screws , v p shunt medium pressure , v p shunt low pressure , cranial fixation titanium clamps 11mm asculap box of 12 , cranial fixation titanium clamps 16mm asculap box of 12 , craniofix absorbable 14mm box of 6 bid details/ 2 / 48
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/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 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 supply of surface dressing n exc 15 cm deepin hard oblique dense soil , excavating over areas not exceeding 1 point 5 m deep for foundations and getting out in hard oblique dense soil complete all as specified and directed , excavating over areas exceeding 1 point 5 m deep not exceeding 3 m deep for foundations and getting out in hard oblique dense soil complete all as specified and directed , excavating over areas exceeding 3 m deep for foundations and getting out in hard oblique dense soil complete all as specified and directed. , returning filling in including spreading and levelling and watering and well ramming in layers not exceeding 25 cm each , removing excavated material n exc 50m and depositing where directed at a level n exc 1 point 5 m above the starting point , m and l for hard core of gauge n exc 63 mm and deposeted and spread and levelled in layers n exc 15 cm thick and watered and rammed to a true surface complete all as specified and as directed , m and l cement concrete in fdn and 40 mm graded aggregate complete all as specified and as directed , m and l cement concrete 40 mm graded aggregate in sub base of flooring complete all as specified and as directed , m and l cement concrete 40 mm graded aggregate complete all as specified and as directed , m and l cement concrete 20 mm graded aggregate complete all as specified and as directed , m and l for rcc m30 reinforced cement concete design mix in foundation including rafts and footing and foundation beams and bases for column and etc basement slabs under reamed piles , m and l for mild steel tmt bar 10 mm dia and over cut to length and bent to shape required , m and l for mild steel tmt bar 8 mmn dia and overm cut to length and bent to shape required , m and l formwork to sides of rough finished flat surface of concrete foundations and footings and bases of colums and raft and raft beams and sides and sffits , m and l formwork to rough finished flat surface soffits of suspended slabs such as roof slabs and floor slabs and landing and similar work not exceeding 200mm thick horizontal or sloping all , m and l formwork to rough finished flat surface in sides and soffits of floor or roof beams and beam haunchings and girders and bressummers , formwork to faces of walls and retaining walls and butments and parapets and staircase railings and similar work including attached pillasters and buttresses , m and l formwork to edges of rough finished surfaces of concrete flats and trends and breaks in floors windows cills and concrete railing and openings in concrete walls and floor and roofs , m and l liquid water proofing compund , m and l for verified ceramic wall tiles light shade 10 mm thick square oblique rectangular polished and area of each tiles not exceeding zero point 36 sqm and in floors , m and l for verified ceramic non skid tiles light shade 10 mm thick square rectangular polished and area of each tiles not exceeding zero point 36 sqm , m and l for screed bed or bedding laver of mortar 15 mm thick for laying floor finished complete all as specified and as directed , m and l rendering 15 mm thick on wall on fair faces of bricks work or concrete surfaces complete all as specified and as directed , m and l rendering 10 mm thick on ceiling on fair faces of bricks work or concrete surfaces complete all as specified and as directed , m and l rendering 10 mm thick in on fair faces of bricks work or concrete surfaces complete all as specified and as directed , m and l preparing new plastered surfaces of ceiling and applying three coats of white wash complete all as specified and as directed , m and l for preparation of wall surfaces including priming coat and wall care putty and applying two coats of distemper oil emulsion , m and l for preparing new plastered surfaces of wall and applying two coats of cement based paint complete all as specified and as directed , s and f anodised aluminium window and ventilator shutters and side hung type without sash bars and al
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
Tender For repairs to jere hamam and langer khana area at fatehpur sikri, agra -supply of materials - supply of 1st quality well burnt unslaked lime in a sealed air tight bags including transportation lead, lift & stacking at site. (packing in bags 25kg & 50 kgs) (rate including g.s.t.), supply of fine crushed brick surkhi obtained from 1st class well burnt bricks including transportation lead, lift & stacking at site for measurement. (rate including g.s.t.), supply of sieved coarse sand (screened) free from lumps, dust, silt & organic impurities. including transportation lead, lift & stacking at site for measurement. (rate including g.s.t.), belgiri (rate including g.s.t.)., gum babool (rate including g.s.t.)., gur (rate including g.s.t.)., r.r. stone nominal size (rate including g.s.t.), red sand stone 65mm thick (bansi paharpur qurry).(rate including g.s.t.)., brick ballast of lakhori brick/ 1st class brick 40mm size (rate including g.s.t.), water proofing compound (rate including g.s.t.)., clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. (rate including g.s.t.), earth work in excavation by manual means in foundation trenches, including dressing of sides and ramming of bottoms, getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (rate including g.s.t.), taking out of angle iron frame 40x40x6 mm having 12mm square bar with spikes 1.25mtr high and hold fast by manual labour and stacking within 50 meters lead etc. complete in all respect. (rate including g.s.t.), taking out stone masonry manually bit by bit without disturbing to the adjoining structure including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of engineer-in-charge : in cement mortar. (rate including g.s.t.), random rubble stone masonry with hard stone in super structure in cement mortar 1:6 (1cement 6 c. sand) including pointing, t&p, scaffolding etc. complete. (rate including g.s.t.), cr stone masonry with 70% available stone and 30% new stone in super structure and plinth with cement mortar 1:6 (1 cement: 6 coarse sand), pointing, scaffolding etc. (rate including g.s.t.), providing and laying in position cement concrete of specified grade 1:2:4 (1 cement: 2 coarse sand (zone-iii) : 4 graded stone aggregate 20 mm nominal size). (rate including g.s.t.), pdg. 18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 (1 cement : 5 c.sand) and a top layer 6mm thick cement plaster 1:3 (1cement : 3 c.sand) finished rough with sponge. (rate including g.s.t.), repairing of old existing grills in boundary wall including supply of required materials, welding, fabricating & labour etc. complete. (rate including g.s.t.), providing & fixing m.s. gates of required pattern with angle iron frames (50x50x6)mm size graded with 10 cm c/c sq. bars 16mm size pointed at the top extra with same curved bar and each frame having gusset plate 6mm thick at corners & center and provision for hinges and locking arrangement with supply of r.s. joist (200x100x5.7)mm section for hanging m.s. gate including nut bolts, cutting fabricating welding etc. complete. (rate including g.s.t.), providing & fixing m.s. grill of required pattern with angle iron frames (40x40x6) mm size graded with square bars 12mm size 10 cm c/c pointed at the top with extra curved bar and each frame with (40x40x6)mm. size horizontal hold fast welded with lower posts and fixing angle iron vertical post (50x50x6)mm size and nut bolts including cutting fabricating welding etc. complete. (rate including g.s.t.), coursed rubble masonry with hard stone (first or second sort) in facing up to 22.50 cm thick random rubble masonry in back side in superstructure above p
Tender For corrigendum : supply of paint materials - supply of paint material, 3m 2214 hitack maskig tape 24mm x 30mtr 3m, 3m pro wash tyre rubber shine, 3m brown masking paper 18 450mm x 200 mtr 3m, 3m brown masking paper 36 900mm x 200mtr 3m, 3m all purpose cleaner & degreaser, 3m fast cut compound 1 ltr. pkg, 3m foaming car interor cleaner 500 gm tin, 3m interior dressing 5 ltr pkg, 3m light weight filler w/hardner 3m make (3kg=1 tin), 3m pro wash plastic shine plastic shine for dash board, 3m pro wash tyre shine 5 ltr pkg, 3m under shield under chassis,mudguard, 3m upholstery cleaner 580 gm tin, 3m water paper 1000 sanding paper 3m, 3m water paper 1200 sanding paper 3m, 3m water paper 150 sanding paper 3m, 3m water paper 1500 sanding paper 3m, 3m water paper 180 sanding paper 3m, 3m water paper 2000 sanding paper 3m, 3m water paper 220 sanding paper 3m, 3m water paper 320 sanding paper 3m, 3m water paper 400 sanding paper 3m, 3m water paper 600 sanding paper 3m, 3m water paper 800 sanding paper 3m, chalk & carbo cleaner 3m make (325 gm can), dry guide coat 3m, 3m foam polish pad, 3m glass sealent 3m black primer 10ml, 3m glass sealent cartage 3m, 3m hook it green corp 40 6" disc, 3m hook it green corp 80 6" disc, 3m hook it purple pluse multi hole soft interface pad, hook it sbs backup pad for sbs comp pad & foam pad 3m code no-06865, hook it sbs wool compounding pad-single sided 3m code no-05711, p 120 purple multi hole file sheet large 70 mm x 396mm 3m, p 180 c 734 u purple hook it clean sanding disc 6", p 180 purple multi hole file sheet large 70mm x 396mm, p 320 purple multi hole file sheet large 70mm x 396mm, p 320c 334 u purple hook it clean sanding disc 6" 3m, p 400 334 u purple hook it clean sanding disc 6" 3m, p 400 purple multi hole file sheet large 70mm x 396mm 3m, p 500 c 334u purple hook it clean sanding disc 6" 3m, p 80 purple multi hole file sheet large 70mm x 396mm 3m, p 80e 3m 745 i purple hook it clean sanding disc 6" 3m, paintabel over spary protective sheeting 12" x 400" 3m, paste wax 3m shining cars (297gm=1tin), perfect it foam polish pad glaze 3m (1kg), premium liquid wax 3m (1 ltr), 3m silicon lube wet, weld thru coating 3m (13 oz or 361gm), sikken auto based plus flip controller q 190 flip tone controller, sikken auto based plus flip controller q 195 flip tone controller, sikken auto based plus reducer (thinner) 5 ltr.pkg, sikken auto based plus tonner q 070 transperency enhancer (1 ltr), sikken auto based plus tonner q 065 connector (3.700 ltrs= 1 tin), sikken auto based plus tonner q 120 high strength white (3.700 ltrs= 1 tin), sikken auto based plus tonner q 140 deep black (3.700 ltrs= 1 tin), sikken auto based plus tonner q 160 mixing black (3.700 ltrs= 1 tin), sikken auto based plus tonner q 195 white transparent, sikken auto based plus tonner q 431 light yellow, sikken auto based plus tonner q 437 bright yellow oxide, sikken auto based plus tonner q 452 blue violet transperent, sikken auto based plus tonner q 455 bright maroon transperent, sikken auto based plus tonner q 550 green transperent, sikken auto based plus tonner q 564 dark green transperent, sikken auto based plus tonner q 652 blue green, sikken auto based plus tonner q 954 m pearl bright green coarse, sikken auto based plus tonner q 954 s pearl bright green very coarse, sikken auto based pluse tonner a 110 white (3.700 ltrs= 1 tin), sikken auto based pluse tonner a 160 mixing black (3.700 ltrs= 1tin), sikken auto based pluse tonner a 237 red, sikken auto based plusetonner a 432 light oxide yellow (3.700 ltrs= 1 tin), sikken auto based plusetonner a 450 deep black, sikken auto based plusetonner q 190 white gray transparent, sikken auto based plusetonner q 231 brilliant red, sikken auto based plusetonner q 235 brilliant red orange, sikken auto based plusetonner q 239 red oxide, sikken auto based plusetonner q 348 orange yellow, sikken auto based plusetonner q 436 dark yellow oxide transperent, sikken auto based plusetonner q 671 bl