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Tender For supply of hard standing concrete cement and stonecrusher concrete , colour coated sheet , six standing square poles , three perling structure square pipe , red oxide and enamel paint
Tender For mgsy/25-26/siwan-1 /01 - high level bridge across river on const. of rcc hl bridge with approach road over sona river between pakri makriyar to chhotka manjha in block - siwan sadar , rwd division siwan-1 , district - siwan , bihar, pile load test on single vertical pile in accordance with is:2911(part-iv) including dynamic load test for its integrity , length & capacity a) initial and routine load test, pile load test on single vertical pile in accordance with is:2911(part-iv) including dynamic load test for its integrity , length & capacity a) initial and routine load test, pile load test on single vertical pile in accordance with is:2911(part-iv) including dynamic load test for its integrity , length & capacity b) lateral load test, 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 existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres(extra pile length). stripping off rcc m35 in the pile up to cut off level and disposal of debris with all leads and lifts., sand filling in foundation trenches as per drawing & 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 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 hieght, providing rcc m-30 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 beyond 5 m and upto 10m 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/stonecrushed 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 fu
Tender For mgsy/25-26/teghra/02 - construction of h.l rcc bridge ( 6 x 18.75 m) over river balan in between pwd road to mujahidpur ( maheshpur- gehuni ghat per balan nadi par pul ) under bhagwanpur block in the district of begusarai, 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. up to 3.00 m depth ., levelling course for pile cap , providing and laying of pcc m15 levelling course 100mm thick below the pile cap., providing and laying reinforced cement concrete as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 , rcc grade m -35 in pile cap, bored cast in situ piles r.c.c m-35 , pile excluding reinforcement complete as per drawing and technical specification and removal of excavated earth with all lift and lead up to 1200 m, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawing and technical specifications , tmt in foundation , refer bbs ,qty = 54.273+16.411+74.929+ 29.651= 175.264, 6mm thick. steel liner as per drawing and technical specification ., providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. well. assuming depth of water 1.0 m and height of island to be 1.25 m including royality for earth @ rs. 3768.00 for each island., pile load test on single vertical pile in accordance with is:2911(part-iv) 1985, a) initial load test @ 2.5 times load on 1 pile, c) lateral load test, confirmatory boring at abutment and pier location, back filling behind abutment, wing wall and return wall complete as per drawing and technical specification, providing and laying of filter media with granular materials/stonecrushed aggregates satisfying the requirements laid down in clause 2504.2.2. of morth specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification., plain/reinforced cement concrete in sub-structure complete as per drawing and technical specificationsheight upto 5m , rcc grade m30, plain/reinforced cement concrete in sub-structure complete as per drawing and technical specifications ,rcc grade m30 , height 5m to 10m, supplying, fitting and placing hysd bar reinforcement in sub-structure complete as per drawing and technical , reinf qty = 20.810+28.454+1.762+0.313+1.289+1.139 =53.77, 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 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., furnishing and placing reinforced/prestressed cement concrete in super-structure as per drawing and technical specificatio,rcc grade m 30, height 5m to 10m, reinforeced cement concrete m30 grade approach slab including reinforcement and formwork complete as per drawing and technical specification, pcc m15 grade leveling course below approach slab complete as per drawing and technical specification, construction of rcc railing of m30 grade in-situ with 20 mm nominal size aggregate, 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
Tender For (nabard)/25-26/rajauli/01 - 1) name of work: construction of hl rcc bridge over khuri river in gram panchayat bakshanda, 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/stonecrushed 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 concre
Tender For mgsy/25-26/balia/01 - construction of h.l rcc bridge ( 8 x 21.750 m) in between t01 se sonwarsha path under shamho akha kurha block in the district of begusarai, 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. up to 3.00 m depth ., providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification. as per morth clause no. - 1200&, plain cement concrete in open foundation complete as per drawing and technical specifications pcc grade m -15 below abutment well cap, providing cement concrete /reinforced cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification rcc m-35 in well curb, providing plain cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification , pcc m-25 in well bottom plug, providing cement concrete /reinforced cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification , rcc m-25 in well steining, providing plain cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification , pcc m-25 in well intermediate plug, well sinking as per technical specification, depth 0.00m to 3.00 m (clay soil), depth 3.00m to 10.00 m (sandy soil), depth 10.00m to 20.00 m (sandy soil), depth 20.00m to 30.00 m (sandy soil), for 7.00 m dia well :; pier, depth 0.00m to 3.00 m (clay soil), depth 3.00m to 10.00 m (sandy soil), depth 10.00m to 20.00 m (sandy soil), depth 20.00m to 30.00 m (sandy soil), sand filling in wells complete as per drawing and technical specifiction. as per morth clause no. - 1207, providing cement concrete /reinforced cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification , rccm-35 in well cap, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawing and technical specifications , tmt in foundation , refer bbs ,qty = 67.622+155.612 =223.234 t, confirmatory boring at abutment and pier location, back filling behind abutment, wing wall and return wall complete as per drawing and technical specification, providing and laying of filter media with granular materials/stonecrushed aggregates satisfying the requirements laid down in clause 2504.2.2. of morth specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification., plain/reinforced cement concrete in sub-structure complete as per drawing and technical specificationsheight upto 5m , rcc grade m30, plain/reinforced cement concrete in sub-structure complete as per drawing and technical specifications ,rcc grade m30 , height 5m to 10m, supplying, fitting and placing hysd bar reinforcement in sub-structure complete as per drawing and technical , reinf , qty = 23.851+24.330+1.762+0.313+1.289+1.139 =, 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 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., furnishing and placing reinforced/prestressed ceme
Tender For materials and supplies - ni-cr alloy for metal- ceramic crown-1 kg pkt bego wirocer plus type.ni 65.2%, cr 22.5%, co cr dental casting alloy 1 kg packet bego wirobond c type co 60.2%, cr 25 %, ceramic powder -bottle vita type. 50gm bottle., corrective ceramic powder-bottle vita type. 12gm bottle, stain powder -bottle (vita type. 5gm bottle), glaze powder -bottle (vita type. 5gm bottle), glaze liquid -bottle vita type. 20ml bottle, ceramic modelling liquid - bottle vita type. 250ml, ceramic modelling liquid(opaque) -bottle vita type. 250ml, casting ring liner-roll (bego fleecy inlay strip type.), die pin -1 box (koryo type. twin pin - male- female components. zn, ni plated.), carborundum disc -pkt of 100 pcs (38mmx0.6 to 0.7mm thickness.), aluminium oxide sand 110 microns -20kg tub.bego korox type. corundum blasting material made from 99.6 % aluminium oxide, aluminium oxide sand 250 microns -5 kg tubbego korox type. corundum blasting material made from 99.6 % aluminium oxide, hacksaw blade -pkt of 144 pcs yeti multiflex type.0.18x3mm., plaster of paris -5kg pkt.ramraj type.algitex type. lead free, alginate-750 gm pkt, dental stone -3kg pkt (kalabhai type), die stone -3kg pkt(kalrock type), investment powder- carton(bego type. phosphate bonded.80x160gm pkt in 12.8kgcarton), investment liquid-1 litre(begosol type), crucible-pkt of 6(bego type. large size. ceramic), thinner- bottle(renfert/yeti), die spacer-1000 (renfert type. blue. microns 15/yeti), die hardener-1650 renfert/yeti type, debubbilizer-bottle renfert type/dfs/bego, die lubricant-bottle renfert type, pattern wax -box renfert type, articulating paper-packet, disc mandrel-each dfs type, flexible diamond disc- each dfs for ceramic finishing., carbide burs for metal trimming-each(cross cut standard. edenta type 5610.045hp), carbide burs for metal trimming-each(cross cut fine. edenta type 5620.045hp), carbide burs for metal trimming-each(cross cut super fine. edenta type 5730.045 hp), carbide burs for metal trimming-each(cross cut standard. edenta type 5410.060), carbide burs for metal trimming-each(cross cut standard. edenta type 7010.060), carbide burs for metal trimming-each cross cut standard. edenta type 0110.023, carbide burs for metal trimming-each cross cut super fine. edenta type 0130.023hp, carbide burs for metal trimming-each contouring fissure bur. edenta type c1.104.005, carbide burs for metal trimming-each tapered fissure. edenta type c33.104.012, carbide burs for metal trimming-each(crosscut fine. edenta type 7720.023hp), carbide burs for metal trimming-each(ceramic finishing bur airotor.edenta type tc850.3.314.014), carbide burs for metal trimming-each(cross cut fine. edenta type 7220.060hp), coated diamonds for ceramic trimming-each (needle. edenta type 859.104.018), carbide burs for metal trimming-each (flame.edenta type 860.104.010), carbide burs for metal trimming-each pointed bud. edenta type 368.104.023, carbide burs for metal trimming-each round end taper. edenta type t5856.104.023, sintered diamonds for ceramic trimming-each fine. edenta type 5009hp, sintered diamonds for ceramic trimming-each (fine. edenta type 5023hp), sintered diamonds for ceramic trimming-each (fine. edenta type 5025hp), ceramic abrasives-each (edenta type.rm733.035hp), ceramic abrasives-each (edenta type.gm733.035hp), mandrels-each(disc. edenta type 4007hp), mandrels-each (screw type. edenta type 4004hp), exa cerapol for finishing ceramics-each (edenta type. 0330hp), exa cerapol for finishing ceramics-each (edenta type. 0394hp), exa cerapol for finishing ceramics-packet (edenta type. 0310um), exa cerapol for finishing ceramics-each cerapol super 0375hp, alphaflex single step metal polishing (cerapol)- each edenta type.0001um, each edenta type.0023um, each occlusal polisher. edenta type 11002um, each occlupol mandrel. edenta type 11007hp, diamond discs-each ultra flex extra fine. edenta type 366.504.220hp, each(plaster cutting disc.edenta type 365.524.300hp), tissue paper- each(
Tender For corrigendum : dental materials - 1.5 mm "x" miniplate s.s., 1.5 mm "y" miniplate s.s., 1.5 mm "l" miniplate with gap left s.s., 1.5 mm "l" miniplate with gap right s.s., 1.5 mm "l" miniplate without gap left s.s., 1.5 mm "l" miniplate without gap right s.s., 1.5 mm 4 hole miniplate with gap (straight) s.s., 1.5 mm 4 hole miniplate without gap (straight) s.s., 10 mm screw for 2.5 mm plate, 10 mm screw for 2mm mini plate ss, 2.5 mandibular reconstruction (20 hole) plate with angle, 2.5 mandibular plate left angle s.s., 2.5 mandibular reconstruction (20 hole) straight plate s.s., 2.5 mm mini plate 6 hole with gap, 2.5mm 4 hole miniplate with gap (straight) s.s., 2mm 10 hole miniplate s.s., 2mm 20 hole miniplate without gap (straight) s.s., 2mm 4 hole miniplate without gap (straight) s.s., 3.0 round body silk suture, 5% taper hand endodontic files, 6 mm screw for 2mm mini plate ss, 6 mm screw for 2.5 mm. mini plate, 6 mm screw x 1.5 mm for 1.5 mm mini plate, 8 mm screw for 2.5 mm plate, 8 mm screw for 2mm mini plate ss, 8 mm screw x1.5 mm for 1.5 mm mini plate, abrasive & polishing burs, abrasive finishing stone for ni-cr &cr-co. assorted, abressive sand for sand blaster 1 kg, absorbable gelatine sponge (abgel), absorbent paper (plain), absorbent points(15-40)(45-80), accuchek strips, acrylic cold cure 400 gms.& 400 ml.both in single pack, acrylic cold cure shade for jc different shades a(1)b(1)c(1)d(1)e(5)f(1)450 gm.450 gm. powder., acrylic heat cure 450 gm. powder, 256 ml, liquid, 112 ml. cold mold seal pink/clear, acrylic heat cure shade for jc different shades a(1)b(1)c(1)d(1)e(3)450 gm.powder, acrylic trimmer stone t2, acrylic trimmer stone t1, acrylic trimmer stone t3, acrylic trimmer stone t4, adhesive plaster roll, air rotor cartridges (std. and high torque), airotor burs (diamond) different shapes, airotor diamond burs tapering, with ce mark, airotor diamond burs flat fissure with ce mark, airotor diamond burs inverted cone with ce mark, airotor diamond burs round with ce mark, airotor spray for quick lubrication of handpiece (approx. 500 ml), alcohol 100% (ethanol ), alginate impression material 1125 gms. jar, alpine green wheels assorted for contra angle hand piece & streaght hand pice, alu wax, amalgam finishing kit, ammonia, antiseptic lotion, apf gel with fluoride application trays 200 gm. pack, arsenic fiber for dental use, articulating paper for prosthodontic purpose to check occlusion, austins retractors, automix gic type ii capsules, b.p. blade (11 no.), b.p. blade (15 no.), b.p. blade (15c no.), band material .125x.003, band material .150x.003, band material .150x.004, band material .180x.005 molar, barbed broches 21 mm (pkt 6 piece), base former moulds adult, base former moulds pediatric, base paste for ceramic, base plate shellac u/l, beading wax, biodentine, bite registration paste., bleaching kit - in office gel form, bleaching powder, blockout wax, bod gardner pattern mallet, bondable & weldable beggs oval buccal tubes, bondable beggs round buccal tubes double weldable beggs round buccal tubes double , bondable brackets beggs high flauge (flat & curved), bonding material light cure (trans bond xt), bonding material self cure (rely a bond), bone graft material synthetic - tricalcium phosphate , hydroxiapatite and /or combinationdfdba, fdba, glass reinforced, bone graft material containing glass particle, particle size above then 90 micron, bone graft material bmp s and growth factors, bone graft material dfdb, bone graft material fdba, bone graft material hydroxyappatite crystal,, bone graft material synthetic alloplastic material, bone graft material tricalcium phosphate, bone graft material xenografts, bone wax, botroclot, bow friction stop 100-092 (ortho or g), boxing wax, brackets (beggs) weldable ), brass pin stage 1,2,3 lock pins, brass wire ( 0.7mm), brush for denture cleaning, buccal tube bondable .022x.028 mbt single double & u/l & u / triple, buccal tube weldable .02