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Tender For supply of will be 600 x 450 mm with powder coated aluminium frame , sun shade a sun shades 900 x 300 mm for ventilators , sun shade b sun shades 1215 x 550 mm for main doors , self tapping screw 4 inch , self tapping screw 3 inch , rivet full size , nut bolt of size 12mm dia 75mm long with washer , nut bolt of size 12mm dia 125mm long with washer , nut bolt of size 12mm dia 150mm long with washer , 20w led tube light fiting with electronic ballasts and bipin holder and connector and block and etc complete with all accessories , bulk head fitting with 8w short body cfl , modular pvc square box 4 x 4 inch , angle holder , led bulb 15 watt , mcb box 2 way spn , mcb 10 to 32 amp sp , modular switch socket combine 5 oblique 15 amp , star screw full thread 25mm each packet 100 , change over switch 32 amp , tape insulation one and half x 15 mtr with isi mark , wire single core copper conductor 1 point 5 sqmm , elect wire two core copper conductor 6 sqmm , modular switch piano and flush type 5 amp , modular pvc switch board 6x4 inch , ceiling rose , pvc casing and capping of size 25mm , pvc casing and capping of size 25 mm tee , pvc casing and capping of size 25 mm elbow , pvc casing and capping of size 25 mm common for joints , flexible pipe 25mm , lightening conductor made of copper tube 1500mm long x 25mm dia with five copper prongs of length 150mm each fixed to copper ball of dia 50mm and 4mm thick with securing arrangement , solar street light 25w including pole having length 5 mtr long and 75mm dia and complete accessories warranty for street lighting system including battery min 2 years , vitreous china squatting pan iwc orissa pattern and size 680 x 470 mm white with integral foot rests and complete fixing arrangement including vitreous china valveless , vitreous china wash hand basin pedestal type angle back white and flat back and pedestal pype size 580 mm x 450 mm including bracket and pvc connections and waste pipe and 15mm bore cp pillar taps , vitreous china bowl urinal flat back size of 465 mm x 355 mm x265mm white including bracket and waste pipe and urinal spreader with pvc connections and connection pipe , p trap 100mm dia for wc of isi mark , pvc pipe 110 mm dia , pvc y oblique t junction 110mm dia , pvc socket 110 mm dia , pvc swr bend plain 110mm dia , ppr pipe pn 16 oblique sdr 7 point 4 and 3 layer 20mm , ppr pipe pn 16 oblique sdr 7point 4 and 3 layer 32 mm dia , ppr reducer 32 x 20mm outer dia , ppr reducer tee 32 x 20mm outer , ppr union 32mm dia , ppr socket 32mm dia , ppr tee 32mm outer , ppr elbow 32mm isi mark , ppr end cap 32mm dia , ppr socket 20mm dia , ppr elbow 20mm , ppr t 20mm outer dia , pvc floor trap 3 inch dia , pvc pipe 3 inch dia , pvc elbow 75mm dia , pvc t 75mm dia , ppr tank connector inner dia 32mm , ppr gate valve 32mm outer dia , bathroom cabinet ptmt cabinet with looking mirror for toiletry items of size 330mm x 140mm x 530mm with arrangements to fix the same with wall , sealing thread , ppr female threaded elbow inner dia 20mm , ppr female threaded socket dia 20mm , ppr female threaded tee inner dia 20mm , pvc connection pipe 2 feet long with 2 brass nut and bolt , pvc door bend 110mm dia outer dia , pvc tee 110mm dia , m seal , pvc gel 100ml each , taplone tape , ppr wall clamp dia 25mm , ppr wall clamp dia 32mm , cp bib cock 15mm bore long body , cp angle valve chromium plated steel 15 mm bore , cp stop valve chromium plated steel 15 mm bore , cp pillar tap 15 mm bore , ss soap dish holder , cp towel rail 24 mm dia and 600 mm long with fixing fixing arrangement , pre fabricated //bid details 2 / 75 ms angle 65 x 65 x 5mm with cross bracing between all the four sides of ms angle 40x50x5mm staging for frp tank 500ltr as per tech specs and drg attached , hdpe oblique pvc water tank 500 ltrs and triple layer and including float valve and accessories , cgi sheet 3000 x 900mm x 0 point 60mm of isi mark , gi pipe 2400mm long and 50 mm dia and 1 point 5mm thick , field water heating devices
Tender For supply of vrv 14hp hot and cold,2t ceiling ac indoor unit,2t split wall ac indoor unit,cooperpipe,insulation,drain pipe,wire 3core,gi sheet covering for pipes,installation,hardware material,refrigerant for gas charging,1.5t split ac indoor unit
Tender For supply of supply of emrs furniture 04 nos schools d d - supplying and installing at site knock down type office table made of pre laminated mdf board with decorative lamination on one side and balancing lamination on other side top of size 1199 x 590 x 735 mm. worktop shall be rounded in all four corners and should have an overhung of 50mm alongwith one drawer unit made of 0.5mm thick crca steel sheet. the table top shall be supported over legs consists of ms erw round tube of 25mm dia x 1.2mm wall thickness and cross horizontal members including leg rest of 25mm dia x 1.2mm wall thickness m.s. erw tube. all steel components be shall be finised with epoxy polyster powder coated dft 50 60micron., "supplying and installing at site knock down type 12 seater meeting table of of overall size 3600 x 1350 maximum x 750 mm knock down type. table top shall be made of 25mm thick pre laminated partical board with decorative lamination on one side and balancing lamination on other side whereas the gable ends shall be of 25mm thick pre laminated partical board with decorative lamination on both side alongwith 2mm thick machine pressed pvc edge banding glued with industrial adhesive and monolithically diffused. supporting understructure consists of 2 metal c legs on either ends of table support frame made of 50mm x 50mm x 1.6 mm wall thickness ms erw tube and one number wire carrier leg at middle of 50mm x 50mm x1.6mm wall thickness 4 numbers horizontal connector of 40mm x 40mm x 1.6mm thick ms pipe between supporting vertical legs. all the ms pipes and sheet shall be finished with epoxy powdercoated of dft 50 60micron. the c typed metal legs shall be kept 150mm inside from outer edge of table top. wire management the vertical stake and horizontal cable tray wire carriers are placed below worktop made up of crca steel sheet with epoxy powder coating and fixed to the understructure with specially designed brackets including provision of placing switch platespergrommet in the cable tray . ", "supply and istallation of library table in sizes of 2400mm l x 900mm w x 750mm h consisting of follwing specification work top work top shall be made of 25mm thick pre laminated partical board with decorative lamination on one side and balancing lamination on other side confirming to is 12823 1990 alongwith 2 mm thick machine pressed pvc edge banding glued with industrial adhesive and monolithically diffused with board on exposed edges. understructure supporting frame shall consists of three metal c legs two at either ends and one in middle of table and joined by two numbers horizontal connector made of tubular section 40mm x 40mm x 1.6mm wall thickness confirming to is 4923 1997. the table shall have provisions of foot rest made up of 25mm x 25mm x 1.2mm erw m.s. pipe fitted in between two vertical legs and also acts as bracing member.the entire metal frame shall be finised with epoxy polyster powder coated dft 50 60 micron. c typed metal legs shall be kept 150 mm inside from from end of table. legs shall be fitted to the ground with m8 screw leveler with the height adjustment up to 12mm to 15mm.", "supplying and installing at site knock down type dual computer work station of unit size 1500mm l x 600m w x 750mm h for two students work top work top shall be made 25mm thick prelam particle board with decorative lamination on one side and balancing lamination on other side confirming to is 12823 1990 with 2mm thick machine pressed pvc edge banding glued with industrial adhesive and monolithically diffused with board on all sides. wire management the vertical perelectrical duct and horizontal cable tray wire carriers are made of crca steel sheet and fixed to the understructure below worktop with specially designed brackets. provision for fixing switch plates are privided in the cable tray for easy access through wire mangaer or pvc grommet. screens per privacy panel screen height will be 300mm above work top made of prelam particle boardperwhite board alte
Tender For mgsy/25-26/ kahalgaon /02 - construction of h.l. bridge at dobhi ghat on gerua river on khiridanr to makanpur road, block- sanhaula, 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., providing and constructing temporary island 16 m diameter for construction of well foundation for 7 m diameter well (assuming depth of water 1.0 m and height of island to be 1.25 m including royality for earth @ rs. 5526.40 for each island.), providing and constructing one span service road to reach island location from one pier location to another pier location including royality for earth @ rs. 330.00 per m for service road., providing and laying cutting edge of mild steel weighing 40kg per metre for well foundation complete as per drawing and technical specification., plain / reinforced cement concrete in well foundation complete as per drawing and technical specification well curb(i) rcc m-35 grade, well steining(iii) rcc m-35 grade, bottom plug(i) pcc grade m-20, top plug(ii) pcc grade m-20, well cap(ii) rcc grade m-30, sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specification. depth of sinking is reckoned from bed level.(sandy soil(i) depth below bed level upto 3.0 m.), (ii) beyond 3 m upto 10 m depth, (iii) beyond 10 m upto 20 m, (iv) beyond 20 m upto 30 m, sand filling in wells complete as per drawing and technical specifications, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202, substructure, r.c.c. grade m-30 in substructure complete as per dwg & tech specification (upto 5 m ht), r.c.c. grade m-30 in substructure complete as per dwg & tech specification (5 to 10 m ht), r.c.c. grade m-35 in substructure complete as per dwg & tech specification, 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, providing and laying filter media with granular crushed aggregates (jhama metal) 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, supplying, fitting and placing hysd bar reinforcement (fe 415) in superstructrue complete as per drawings and technical specification clauses 1002, 1010 & 1202, providing and laying cement concrete wearing course m-30 grade including reinforcement complete as per drawing and technical specifications clauses 80
Tender For mgsy/25-26/ teghra /03 - 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, providing and constructing one span service road to reach island location from one pier location to another pier location including royality for earth @ rs. 225.00 per m for service road., providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. well in one water, providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. well in four water, 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/stone crushed 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 specificatio
Tender For mgsy/25-26/ manjhaul bakhari /01 - 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, providing and constructing one span service road to reach island location from one pier location to another pier location including royality for earth @ rs. 225.00 per m for service road., providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. well in one water, providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. well in four water, 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/stone crushed 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 sp
Tender For mgsy/25-26/ manjhaul bakhari /02 - 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, providing and constructing one span service road to reach island location from one pier location to another pier location including royality for earth @ rs. 225.00 per m for service road., providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. well in one water, providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. well in four water, 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/stone crushed 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 sp
Tender For corrigendum : supply of spares for unit i, ii and iii airpreheaters model 27 vit m 2000 - supply of spares for unit i, ii & iii airpreheaters model: 27 vit m 2000, rotor angle hot end & cold end (1 set=1aph= 48 nos (24 he +24 ce) ), by pass seal fixing angle assembly (hot end & cold end) 1set=1aph = 48 nos (24 he +24 ce))carbon steel, diaphgram plate pl 6x2537x3698 for aph sector 1 set=1aph=24nos (carbon steel) , bracing pipe for hot end and cold end, t bar tab (hot end & cold end) (1 set=1 aph= 48 nos (24 he +, aluminium seal ring assembly upper, aluminium seal ring assembly lower, aph hot end spool assembly with spool seal ring, taper lock bush and adopter
Tender For supply of scaffolding material : : - vertical pipe , horizontal pipe , m s scaffolding board size 2465mm x 295m , angular transom sockets , staircase 9 steps 2500 m x 2000m , diagonal bracing tube 2500 mm , hop up bracket 2 board , hop up bracket 3 board , hop up bracket 4 board , toe board 2_5 mm , toe board 1_25 mm , fixed base plate , adjustable base plate , pipe securing double coupler swivel