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Tender For supply of insulated rail dolly with attachment for carrying concrete sleeper and rails f or bg as per rdso specification no. tm/sm/24 dt.25.11.1993 or latest. technical specification 1.tubular frame : made of mild steel heavy duty pipe of normal bore 40 mm 25 mm as per required tolera nces . 2. chain : made of alloy steal. 3. hook bolt : made of high carbon steel 4. gusset plate : made of ms f lat or ms plate 5. wheel assembly : for track circuited area : assembly shall consists of two double flanged wheels with cast steel duly insulated the hubs to accommodate the shaft and bearing. [ warranty period: 30 months after the date of delivery ]
Tender For supply of lightweight electric concrete breaker , gas heater cabinet room heater , lead wool , blow lamp , hydraulic lifting jack set , portable welding machine , heavy duty pipe wrenches , spanner
Tender For corrigendum : supply of tools and spares for track maintenance - air blower. make - bosch or similar brand, model - professional gbl 650 , l handle 3by4 inch square drive 2753. make- taparia or similar brand , joggle fish plate for uic 60 rail , torque wrench with ratched mechanics 70 nm to 340 nm. , portable track gauge calibration bench for sg 1435mm , p. way workshop kit. model tk-1 , p. way workshop kit. model tk-2 , rail wear measuring gauge rwg 2-02. , mechanical tool box for store work. make - taparia or similar brand , phawarh steel 215mmx230mm, 1.2 kg weight confirming to is 1559-1986 , hammer - 1 lb , hammer sledge - 5 kg , hammer keying - 5 lbs confirming to is 15841 , rail dolley for sg 1435mm. suitable for transporting rail and concrete sleeper , hammer drill machine with drill bits. , hand grinder 100mm. make - bosch or similar brand, model - professional gws 600 , tong rail for lifiting 60 kg rail, confirming to is 6000 of 1971, drg. no. y-25 , t-handle 3 by 4 inch sq. drive, no. 2733. make - taparia or similar brand , straight edge 1 mtr, pie or similar brand , special emergency kit for attending rail fracture , straight edge 10 cm. , c - clamp. make - pujara engineers or similar brand , tappered gauge. material - stainless steel , pick axe with handle , steel pipe wrench 610mm 24 inch length width 30 mm. , 12 inch by 30 cm steel ruler 1 mm thickness , double hexa deep socket 3 by 4 inch drive 39 mm size. , socket 3 by 4 inch sq impact deep 36mm size. , rail roller heavy duty for leading of rail panel. , rail jumper 2 m long. material - copper , tommy bar confirming to is 704 , rail thermometre magnetic base pen type , electronic toe load measuring device. , retro reflective banner flag with clamps , halogen lamps with stand 500 watt , handle for keying hammer. size 70cmx4.5cm , handle for wooden phawrah. size 80cmx4.5cm , hand bambo for rake ballast. size 1.75mx4.5cm , continuous rail thermometer pie or similar brand , impact wrench. make - makita or similar brand, model - tw1000 , j clamp for ballastless track. make - pujara engineers or similar brand , taparia or similar brand bench vice fixed base 100mm
Tender For bid to ras supply of reinforced concrete pipes hume pipe 900mm bore 3 to 4 inch thick 2 point 5 mtr each class np3 laid and jointed complete with collars , cement ppc oblique opc 53 grade in packaging of 50 kg each , sand coarse , graded stone aggregate coarse 40mm , quick setting compound bag of 25 kg , supply of reinforced cement concrete box culvert internal size 2 point 4m x 2 point 4m x 1 point 0m wall thickness 0 point 055m class np2 laid and jointed complete with collers all as per specs , ms plate 1 point 0m x 2 point 0m x6mm thick plain or chequered channels square cut or notched ordinary and counter sunk forming holes without any attachment
Tender For supply of tower type ac of capacity 2 ton, 3 star rating, floor standing , split type ac of capacity 1.5 ton, 3 star rating , ss stand for inner unit suitable for 2 ton tower ac , ms stand for outdoor unit suitable for 1.5 ton ac , installation charge for 2 ton tower ac , installation charge for 1.5 ton tower ac , copper pipe heavy duty 5 by 8 inch and 3 by 8 inch with insulation , copper pipe heavy duty 1 by 2 inch and 3 by 4 inch with insulation , copper cable 4 core, 4sqmm, 100 volts grade , copper cable 3 core, 2.5sqmm, 1100 volts grade , refrigerator top up as per requirement , sub main wiring with 2x4 sqmm neutral and phase and 1x2.5 sqmm earth wire including suitable size conduit pipe and all necessary fitting , sub main wiring with 2x2.5 sqmm neutral and phase and 1x1.5 sqmm earth wire including suitable size conduit pipe and all necessary fitting , mcb spn 06-32 amps 230 volts 10ka , mcb box suitable for up to 32 amps spn mcb , drain pipe pvc of size 25mm dia , cutting chases pinning in stone concrete block or slab wall and making good to facing ) /bid number : gem/2025/b/6347515 * /dated: 16-07-2025 & & / bid document 1 / 19
Tender For supply of materials and machinery for rennovation of public drinking water open well near govt dhoni nala at telsang villege of athani taluk - providing and fixing m.s. gate as per chief architect drawing, using 50mm x 50mm 14 guage m.s.hollow pipe frame work bent to ornamental shape as shown in the drawing and 35mm x 6mm and 16 x 16mm squarerods for verticals alternatively spaced at 4cms c/c in two halves and 40mmx6mm m.s. flats for horizontal member andat the top cast iron spikes are provided at alternate vertical members as shown in the drawing etc., complete. all thesteel surface should be thoroughly cleaned free of rust etc, providing chain link fencing 50mm size of 8 guage properly stretched between existing rectangularpoles and fixed with suitable bolts & nuts, the free ends shall be welded to the pole and block pipe at top and bottomas required including cost of all materials, labour, lead and lifts and as per the directions of the engineer-in-charge ofwork including two coats of approved quality paint over one coat of shop paint, supplying and fixing m.s. rectangular poles made out of 2 equal angles of 65x65x6 mm weldedtogether and fixed in cc with 2 nos 16mm dia m.s. hold fast rods each of length 25 cms. including cost ofall materials cutting, bending scaffolding wherever necessary, nicely finishing the welded joints with all lead lifts andas per the directions of the engineer-in - charge of the work and including providing 2 coats of approved quality paintover one coat of shop painting etc, fabricating, supplying and erecting m.s. tubulartruss of all span with prefabricated steel applicationsusing quality material and are durable reliable and corrosion abbrasion resistant. welding shall conform to lateststructural welding code. quality shall be on various parameters like shape , size, design guage and polish. the entiretruss is achored in rcc cloumn by using four numbers of achor bolts at each support with 10 mm thick base plateand shoe plate. the work includes cutting , etc, atn9 hom of vibrator 0.71 days, atn8 plasticizer / super plasticizer, atn7 mixer (concrete) - 1 cum capacity, atn6 portland cement, atn5 broken stone aggregate 12 mm to 10 mm size, atn4 broken stone aggregate 20 mm size, atn2 coarse sand (zone iii), atn12 centering, shuttering, strutting, propping etc, atn11 binding wire, atn10 tmt bars fe 500
Tender For supply of for material for nrlm shed work site at karur gp under mgnrega scheme - tmt bars fe 500_ nrlm work site at karur gp, portland cement_ nrlm work site at karur gp, ceramic tiles 30 x 30 cms_ nrlm work site at karur gp, reeded glass 3 mm thick_ nrlm work site at karur gp, vitrified tiles 600x600 mm_ nrlm work site at karur gp, white cement_ nrlm work site at karur gp, cast iron spike_ nrlm work site at karur gp, anchor bolts 750mm_ nrlm work site at karur gp, solid concrete blocks 40 20 20 cms 5 n sqmm_ nrlm work site at karur gp, chlorinated polyvinyl - chloride (cpvc) pipe 25 mm outer dia_ nrlm work site at karur gp, pvc pipes 10kgf / sqcm 90mm outer dia_ nrlm work site at karur gp, teak wood beading 20 x 20 mm_ nrlm work site at karur gp, casurina poles 100 - 150 mm_ nrlm work site at karur gp, tools and plants at 2% on material_ nrlm work site at karur gp, tools & plants and electrical charges at 2%_ nrlm work site at karur gp, add brush at 1% on cost of paint_ nrlm work site at karur gp, add wire brush, fine steel wool, putty, sand paper, at 3% on cost of paint_ nrlm work site at karur gp, add white lead paint, gasket, cement, sand for making good the wall and floor at 2% on material_ nrlm work site at karur gp, add cement sand and grit 1% on material_ nrlm work site at karur gp, add 5% for fittings and wastage charges_ nrlm work site at karur gp, handling loading and unloading 3% on material_ nrlm work site at karur gp, labour charges for lifting and placing in position and making connection at 7% on material_ nrlm work site at karur gp, add brush, putty, sand paper, roller at 5% on cost of paint_ nrlm work site at karur gp, add brush, putty, glue at 5% on cost of paint_ nrlm work site at karur gp, add 15% wastage_ nrlm work site at karur gp, add 5% wastage charges_ nrlm work site at karur gp, add cutting and other wastage 5%_ nrlm work site at karur gp, add providing and removing scaffolding at 3% on labour_ nrlm work site at karur gp, add handling , loading and unloading at 1% on material_ nrlm work site at karur gp, add handling , loading and unloading at 2% on material_ nrlm work site at karur gp, add watering charges at 1 % on material_ nrlm work site at karur gp, enamel metal paint_ nrlm work site at karur gp, ready mix primer paint (ready mix red lead paint)_ nrlm work site at karur gp, polyenthylene water storage tank of specified capacity l_ nrlm work site at karur gp, enamel paint_ nrlm work site at karur gp, dry distemper_ nrlm work site at karur gp, binding wire_ nrlm work site at karur gp, plasticizer / super plasticizer_ nrlm work site at karur gp, ms plates 40 x 6 mm _ nrlm work site at karur gp, ms square rod 16 x 16 mm _ nrlm work site at karur gp, ms plate 12 mm x 6 mm _ nrlm work site at karur gp, base plate / base plate_ nrlm work site at karur gp, gusset plates 6 mm thick_ nrlm work site at karur gp, ms angle iron 40mm x 40mm x 6mm, 23 metre in length at 3.5 kg per metre_ nrlm work site at karur gp, ms angle iron 50mm x 50mm x 6mm, 33.8 metre in length at 4.5 kg per metre_ nrlm work site at karur gp, whitening_ nrlm work site at karur gp, hom of cutting and grinding machine - 1_ nrlm work site at karur gp, mixer (concrete small used in culvert)_ nrlm work site at karur gp, add_ nrlm work site at karur gp, unit cost as per the specification_ nrlm work site at karur gp, lead or pvc connection pipe 32mm dia (for wash basin)_ nrlm work site at karur gp, c.i. / m.s. brackets for flushing cistern_ nrlm work site at karur gp, brass stop cock_ nrlm work site at karur gp, cp brass waste 32 mm of standard pattern_ nrlm work site at karur gp, cp brass chain with plug_ nrlm work site at karur gp, copper plated brass piller tap 15mm_ nrlm work site at karur gp, white vitreous china clay flat back wash basin size 550x400mm_ nrlm work site at karur gp, vitreous china orrisa type w.c. pan size 580 mm_ nrlm work site at karur gp, mechanic class ii/mechanic hmp grade i/eme grade_ nrlm work site at karur gp,
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/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 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/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 = 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