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Tender For supply of electrical lab equipment - digital multimeter , stop watch digital , connecting leads , 4mm to 4mm double point patch chord for inter-connection leng 15 inches , alligator clips , dc ammeters (0-1,2,5,... 10 amps (internal shunt) (select any on range) , wattmeter 0-75w , wattmeter 0-150w , rheostat various ranges , rheostat 300 ohms / 2 amp , rheostat 100 ohms / 5 amp , rheostat 50 ohms / 5 amp , rheostat 250 ohms / 3 amp , rheostat 10 ohms / 10 amp , resister inductor capacitor of different value (ohm.k ohm,mh,mf 10 each (set of 30) , auto transformer 1kva , lcr impedance apparatus with bakelite panel & round meters , wires , circuit kit for verification of superposition theorem , circuit kit for verification of thevenin's theorem , circuit kit for verification of norton's theorem , circuit kit for verification of maximum power transfer theorem , kelvin bridge (industrial) with dc source & galvanometer kelvin's double bridge designed 20000 6 120,000 bridge test kit compact, pottable kelvin double bridge designed , dc potentiometer kit with 12v d.c standard cell , ammeter 0-5a , ammeter 0-10a , voltmeter 0-300v , voltmeter 0-600v , single phase & three phase energy meter testing kit , rheostat various ranges , rheostat 300 ohms / 2 amp , rheostat 100 ohms / 5 amp , rheostat 50 ohms / 5 amp , rheostat 250 ohms / 3 amp , rheostat 10 ohms / 10 amp , dc shunt generator along with dc motor as prime mover with control panel , dc series generator along with dc motor as prime mover with control panel , dc shunt motor 3hp 220v 1500rpm with control panel with control panel , dc. shunt motor mechanical braking arrangement with control panel , dc series motor 3hp 220v 1500rpm with mechanical braking arrangement with control panel , three point dc motor starter 0-220v 0-10a , four point dc motor starter 0-220v 0-10a , dc voltmeter 0-230v dc , dc ammeter 0-10a , single phase transformer 230/230v,230/115v,3kva with tapping at 10%,25%,50% and 75% housed in steel box with educational type terminals provided with control panel for o.c and s.c test) consists of the following accessories. , 230/230v, 230/115v, 3kva with tapping at 10%, 25%, 50% and 75% housed in steel box with educational type terminals provided with control panel. (for o.c. and s.c. test) consists of the following accessories.a) mcb (16a, 600v) – 1 pc b) fuse 10a - 1pc c) analog ammeter (0-1a) – 1 pc d) analog ammeter (0-5a) – 1 рсе) analog voltmeter (0-50a) (0-300v) – 1 pc each f) wattmeter 1/2a, 150/300v g) wattmeter 5/10a, 75/150v h) 1-loading rheostat , 3 phase transformer 400/230v y connected 10a , single phase transformer 220v/110v, 13.62/27.25a 3kva , experimental kit for overcurrent relay idmt type relay idmt type; realy test kit (current injection unit). one number of 230v ac @ 50hz ac input with power on/off switch , air circuit breaker trainer kit patch cordes 4mm (heavy duty) 1meter lengh. high voltage test point are provided with 4mm safery sockets. the trainer is housed in metal cabinet short circuit projection with the mcb.. size of the trainer set 20"x30". , miniature circuit breaker (mocb) trainer kit minimum oil circuit breaker (mocb) trainer kit , specification: alternator , of 3ph, y connected 415v, skya, (mg -sct) , 0.8 pf, 50hz -. dc regulated power suply 0-30v, 2 amp with digital voltmeter and ammeter , miniature circuit breaker (mcb) trainer kit alphanumeric 16x2 big font lcd for better visibility isolated power supply using transformer in built variable current injection facility transparent mcb's to understand internal architecture and its working inbuilt timer, current & temperature in lcd mcbs are mounted with tempetature sensor for current temperature analysis equipped with supply indication lamp , sf6 (sulphur hexa fuoride circuit breaker trainer kit) 440volts, 3 phase 4 wire 50hz, , vacuum circuit breaker trainer kit 11kv, 800a, draw out version, motor operated spring charging with electrical and manual operation provision
Tender For supply of rate contract for the procurement of mechanical spares for conveyor system at barauni bp e e - ms c or u channels for conveyor track 2.5 m length , ms angle 40mm 40 mm and 6 mm thickness , conveyor flanges , conveyor flange joint gasket , twin arm stopper complete pair , plummer block with bearing ucp-213 ntn , plummer block with bearing ucp-212 ntn , double stopper set with pneumatic cylinder , duplex chain 1 inch 3m , duplex chain lock 1inch , duplex sprocket 17 teeth , duplex sprocket 19 teeth , duplex sprocket 21 teeth , duplex sprocket 23 teeth , duplex sprocket 32 teeth , duplex sprocket 38 teeth , duplex sprocket 42 teeth , linear bearing msa30sssfcn pmi make , linear bearing msa30essfc pmi make , loading boom roter drum , 14 teeth sprocket 60id , 14 teeth sprocket 65id , gear coupling , tapen bend strip , line divider arm , metal gasket 1 inch or 25 mm , metal gaskit 2 inch , metal gaskit 3 inch , metal gaskit 4 inch , gear box drive shaft 65 dia 710 length , 65 to 60 mm dia 940mm long en8 conveyor , chain pin for detachabe type chain , worm wheel for warm gears , shaft length 390 length and 40dia , sprocket 8 teeth 40dia , shaft lenght840 60dia , supply of cs 10mm dia 40mm length nut bolt , supply of nut bolt 16mm dia150 length , nut bolt 100mm length 12mm dia , supply of fastener nut bolt 12mm dia 100mm length , supply of fastener nut bolt 16mm dia 100mm length , supply of fasteners 16mm dia 150mm length , teflon roller ) /bid number : gem/2025/b/6501953 * /dated: 31-07-2025 & & / bid document 1 / 33
Tender For satellite goods terminal (sgt): proposed augmentation of infrastructure facilities for capacity enhancement of sgt wagon depot to meet demand of freight loading of 3000 mt target by 2027. sw-i: proposed shed extension by 50m at wfd end at sgt and construction of 26m pit in sick line no.2 at wfd end at sgt. sw-ii: proposed re-surfacing of trolley path of 4 yard examination lines and pathway to pwl shed to new office complex (8400sqm). sw-iii: proposed demolition of existing building to extend the roh shed towards whitefield end and clearing the debris 22x5mtr (g+1) 220sqm. sw-iv: proposed construction of admin building on existing mechanical building ff-252sqm. sw-v: proposed provision of side transparent sheets in existing old shed portion at sgt. sw-vi: proposed construction of room for mfd items at sgt. sw-vii: proposed construction of scrap yard with rcc heavy duty flooring with waist level 3 side wall at sgt. sw-viii: laying of track and connected works. sw-ix: satellite goods terminal (sgt): rcc buffer - 2 nos. maintenance period is 12 months. composite tender.
Tender For providing of handling and transport on lumpsum basis - mechanical loading and transportation of mineral sand from mineral sand stackyard near main gate inside chavara unit to hup at chavara - for 50000 t
Tender For supply of mechanical and civil engineering lab equipment - optical square indian, prismatic compass, dumpy level 300 mm, tilting level, 90 µm????is sieve, ultrasonic pulse velocity test apparatus, electronic distance meter, beam apparatus uniformly distributed load setup dial gauge metre rod scal, loading frame strain gauge beam setup digital force display digital strain display, column buckling apparatus hanger loads vernier caliper, a casagrande apparatus, models of coupling, brazing and soldering kit, slope and deflection of beam apparatus, plug-gauge, limit gauges, steel ring gauges, vernier height and depth gauge, slip gauge set, micrometer depth gauge, sine bar, sine centre, universal bevel protractor, precision level, autocollimator, v-block, optical flat, dial indicator, surface roughness taylor hobson's tester, floating carriage micrometer, screw thread micrometer, screw pitch gauge, gear tooth vernier caliper, strain gauge kit with cantilever, diaphragm pressure gauge, sensor - bourdon tube, c type with digital display, resistant, thermometer, thermocouple tutor, francis turbine test rig, impact of jet apparatus, models and charts, drawing equipments and instruments, heat pump, separating and throttling calorimeter, reciprocating air compressor, centrifugal air compressor, var test rig, refrigerant leak detector, forced convection apparatus/test rig, pin fin apparatus, parallel and counter flow heat exchanger, emissivity apparatus, milling tool dynamometer, different types of cams, followers and cam/follower arrangements, various belt drives, chain and sprocket, various gear drives, working models of gear trains all types. (simple, compound, reverted, epicyclical)., governors - all types(working models /wooden/metallic models), various types of brake assemblies(working and cut section models), dynamometers - all types(rope brake, eddy current, electrical), various types of clutch assemblies.(working and cut section models)
Tender For providing of operation and maintenance of other machines and plants - assistance in various day to day all mechanical preventive and breakdown maintenance works of all conveyor systems vibro feeders tripper car plough feeders rapid loading system including hydrau..
Tender For rrsmp/25-26 purnea/05 - fasia chowk to barhari sima ( seikh tola), clearing and grubbing road land (by manual means)clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification clause 201., scarifying existing bituminous surfacescarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4., excavation in soil using hydraulic excavator and tippers with disposal upto 1000 mexcavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per technical specification clause 302.3, construction of subgrade & earthen shoulderconstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1., granular sub-base with well graded material (table 400.1)construction of granular sub-base by providing well graded material (crushed stone aggregates and local sand), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with three wheel 80-100 kn static roller capacity to achieve the desired density, complete as per technical specification clause 401, ( by mix in place method ) for grading ii material, wbm grading 3providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405., a (by manual means ), prime coat (low porosity)providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0kg/sqm using mechanical means as per technical specification clause 502, tack coatproviding and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.25-0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per technical specification clause 503., tack coatproviding and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503., patch work over wbm using mix seal surface for bituminous and existing cc pavementproviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (type-a) or 13.2 mm to 0.9 mm (type-b) aggregates using penetration grade bitumen (i.e. 92% of standard bitumen and 8% waste processsed plastic by weight shall be used for coating aggregate after its heating) as per irc:sp:98-2013, to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kn static roller and finishing to required level and grades as per technic
Tender For rrsmp/25-26 purnea/03 - pmgsy path diyari to harijan tola diyari via sarpanch tola naya tola, clearing and grubbing road land (by manual means)clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification clause 201., scarifying existing bituminous surfacescarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4., dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately, excavation in soil using hydraulic excavator and tippers with disposal upto 1000 mexcavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per technical specification clause 302.3, construction of subgrade & earthen shoulderconstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1., granular sub-base with well graded material (table 400.1)construction of granular sub-base by providing well graded material (crushed stone aggregates and local sand), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with three wheel 80-100 kn static roller capacity to achieve the desired density, complete as per technical specification clause 401, ( by mix in place method ) for grading ii material, wbm grading 3providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405., a (by manual means ), prime coat (low porosity)providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0kg/sqm using mechanical means as per technical specification clause 502, tack coatproviding and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.25-0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per technical specification clause 503., tack coatproviding and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503., patch work over wbm using mix seal surface for bituminous and existing cc pavementproviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (type-a) or 13.2 mm to 0.9 mm (type-b) aggregates using penetration grade bitumen (i.e. 92% of standard bitumen and 8% waste processsed plastic by weight s