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Tender For corrigendum : acting for and on behalf of the president of india invites e-tenders against tender no 763b-trd-jat-2025-26 closing date/time 06/07/2026 15:00 hrs. bidders will be able to submit their original/revised bids upto closingdate and time only. manual o ers are not allowed against this tender, and any such manual o er received shall beignored.1. nit headername of worktrd work in c/w sectioning improvement in bahl-brml section & svdk stationover jammu division.bidding typenormal tendertender typeopenbidding systemsingle packet systemtender closing datetime06/07/2026 15:00date time of uploadingtender12/06/2026 18:24pre-bid conferencerequirednopre-bid conference datetimenot applicableadvertised value 30424122.59tendering section electricalbidding style single rate for tender bidding unitabove/below/parearnest money (rs.) 608500.00validity of offer ( days) 60tender doc. cost (rs.)0.00period of completion 12 monthscontract type works - general contract category expenditurebidding start date 22/06/2026are jv allowed to bid nonumber of jv memberallowed0are consortium allowedto bidnonumber of consortiummember allowed0ranking order for bidslowest to highest expenditure typecapital (works)2. schedules.no. itemcodeitem qtyqty unitunit ratebasic value escl.(%) amount biddingunitschedule () 01-(ohe works)22803817.2211001 19.00per trackkm11347.30 215598.70 at par 215598.70description:- preparation of drawing as per rdso design for over head equipment21002 100.00 cum 6739.54 673954.00 at par 673954.00description:- supply of concrete for foundation and plinth in other than hard & rocky soil31003 40.00 cum 1652.95 66118.00 at par 66118.00description:- erection of concrete for foundation and plinth in other than hard & rocky soil41004 60.00 cum 6468.20 388092.00 at par 388092.00description:- erection of concrete for foundation and plinth in hard & rocky soil51005 2.00 mt133140.05 266280.10 at par 266280.10description:- supply of galvanized steel fabricated masts / other supporting structure61006 2.00 mt9841.96 19683.92 at par 19683.92description:- erection of galvanized steel fabricated masts / other supporting structure71007 32.00 mt136183.454357870.40 at par4357870.40description:- supply of fabricated and galvanized steel work (sps) other than mast with necessarycomponents81008 32.00 mt9062.70 290006.40 at par 290006.40description:- erection of fabricated and galvanized steel work (sps) other than mast withnecessary components91009 90.00numbers21636.611947294.90 at par1947294.90description:- supply of single bracket assembly (without insulator)101010 220.00numbers2111.39 464505.80 at par 464505.80description:- erection of single bracket assembly111011 60.00numbers1586.27 95176.20 at par 95176.20description:- supply of stay arm composite insulator cd 1600 mm as per rdso spec. no.ti/spc/ohe/inscom/1072 or latest.page 1 of 14run date/time: 12/06/2026 18:26:01jammu division-electrical/northern rlytender documenttender no: 763b-trd-jat-2025-26closing date/time: 06/07/2026 15:00121012 60.00numbers1682.57 100954.20 at par 100954.20description:- supply of bracket composite insulators cd 1600 mm as per rdso. spec. no.ti/spc/ohe/inscom/1071(rev-01) or latest.131015 220.00 set1390.80 305976.00 at par 305976.00description:- erection of insulators for single bracket assembly141020 10.00numbers7457.92 74579.20 at par 74579.20description:- supply of copper jumper wire151021 10.00numbers 731.88 7318.80 at par 7318.80description:- erection of copper jumper wire161024 70.00numbers1881.51 131705.70 at par 131705.70description:- supply of composite 9t insulators (cd 1600mm) as per rdso speci cationti/spc/ohe/inscom/1070 (rev-1) or latest.171027 67.00numbers1406.26 94219.42 at par 94219.42description:- erection of 9-tonne insulator181032 2.00numbers72740.08 145480.16 at par 145480.16description:- supply of regulating equipment 3 pulley type atd with counter weight191034 30.00numbers54983.621649508.60 at par1649508.60description:- supply of
Tender For supply of item rate for construction materials for all types of construction works under mgnrega - hire charges of coaltar boiler 900 to 1400 litres, hire charges of concrete mixer 0.25 to 0.40 cum with hopper, hire charges of diesel road roller- 8 to 10 tonne, production cost of concrete by batch mix plant, hire charges of diesel truck-9 tonne, hire charges of sparaying machine including electric charges, hire charges of coaltar sprayer, hire charges of barber green, drying,mixing and asphalt plant, with accessories, capacity 30/45 tonne, pumping charges of concrete including hire charges of pump, piping work & accessories etc., hire charges of derrick monkey rope, hire charges of pump set of capacity 4000 litres/hour, vibrator (needle type 40 mm), machine for rubbing of floors, front end loader capacity 1.00 cum, hire and running charges of tripod and mechanical winch machine complete with power unit and accessories, mastic cooker, hire and running charges of tipper, hire and running charges of loader, hand grinder for mirror polish, hydraulic excavator (3d) with driver and fuel, pin vibrator, surface vibrator, hot bitumen mixer 0.5cum i/c hand cart, hire and running charges of hydraulic piling with power unit etc. including complete accessories and shifting at site, hire and running charges of light crane, hire and running charges of bentonite pump, hire and running charges of vibrating pile driving hammer complete with power unit and accessories, hire and running charges of crane 20 tonne capacity, carriage of concrete by transit mixer, generator 250 kva, paint applicator, mobile crane, tractor with ripper attachment, tractor with trolley, air compressor 250 cm with two leads for pneumatic cutters/hammers, joint cutting machine with 2-3 blades, c.c.batch mix plant, road sweeper, slip form paver with sensor, water tanker 5000 ltr. capacity, concrete joint cutting machine, texturing machine, dozer d-80-a12, motor grade 3.35 meter blade, hydraulic excavator of 1 cum bucker, front end loader 1 cum bucket capacity (incl pol), tipper -5 cum, vibratory roller 8 to 10 tonne, smooth wheeled roller 8 to 10 tonne, tandem road roller, water tanker 5 to 6 kl capacity, air compressor, wet mix plant 60 tph, mechanical broom hydraulic, emulsion pressure distributor @1750 sqm per hour, hot mix plant - 120 tph capacity, hot mix plant 100 tph capacity, paver finisher hydrostatic with sensor control 100 tph, paver finisher mechanical 100 tph, batching and mixing plant @75 cum per hour, concrete paver finisher with 40 hp motor and sensor, generator 250 kva, generator 100 kva/125, truck 5.5 cum/ 10 tonnes, road sweeper (mechamical broom) @ 1250 sqm per hour, drum type hmp of 60-90 tph capacity @ 75 tonne per hour actual output, hire and running charges of drill machine up to 400 mm dia (including cost of mobile oil, disesel consumption in ordinary soil operator), pile integrity testing equipment, excavation of diaphragm wall by mechanical grab, hire charges of tata 407 or equivalent for local shifting, hire charges of diesel truck - 9 tonne (without pol), using cost of ultra voilet radiation tube, compressor, gun, rubber pipes & other accessories - hire charge of plant & machinery i/c necessary fuel, hire charges of suction jeting machine 2200 psi machine i/c pol and operator, hire charges of drill machine upto 30 mm dia, hire charges of sand blasting equipment, hire charges of compressor, welding charges of shear key to existing reinforcement, hire charges of plant and machinery that can inject 350 kg/day, seam bolts and nuts 6 mm dia and 25 mm long, fibre (high impact poly propelene reinforced) cement corrugated sheet 6 mm thick, fibre (high impact poly propelene reinforced) cement close fitting adjustable ridge, fibre (high impact poly propelene reinforced) cement corrugate serrated adjustable ridge, fibre (high impact poly propelene reinforced) cement plain wing adjustable ridge, fibre (high impact poly propelene reinforced) cem
Tender For bid to ras providing of testing service for on-board /commissioned equipment/ instrument related to plant - ndt; carbonation test, crack width measurement in reinforcement concrete structures, deflection measurement data (load test), half cell potential difference test, reb..
Tender For supply of lab equipments and accessories - upgradation of laboratory equipment, pycnometer: (refer nit) capacity: 900 ml; material: glass body with rubber seal and screwed brass cone cap; conforming to is: 2720 (part 3) and is: 2386 (part 3); graduated with high precision; used for measuring and comparing densities or specific gravities of liquids and solids ( aggregates for concrete), including soil.; accuracy: 0.01 g/ml. supplied with brass cone and rubber seal. , field density kit (i): sand replacement method: as per the nit annexure enclosed., field density kit (ii): core cutter method: as per the nit annexure enclosed., electrical oven: as per the nit annexure enclosed., unconfined compression testing apparatus: as per the nit annexure enclosed., water bath: as per the nit annexure enclosed., constant head permeability test apparatus for soil &falling head permeability test apparatus for soil: as per the nit annexure enclosed.
Tender For corrigendum : supply of concrete vibrator diesel engine , bitumen pressure hand sprayers 210 ltr cap 8 hp , is sieve size 0.180 mm 2 inch height , is sieve size 2.8 mm 2 inch height , is sieve size 5.6 mm 2 inch height , is sieve size 6.3 mm 2 inch height , is sieve size 9.5 mm 2 inch height , is sieve size 10 mm 2 inch height , is sieve size 19 mm 2 inch height , is sieve size 20 mm 2 inch height , is sieve size 37.50 mm 2 inch height , is sieve size 53 mm 2 inch height , is sieve size 63 mm 2 inch height , is sieve size 75 mm 2 inch height , sieve shaker equipment , bio toilet complete set
Tender For purchase of lab equipment item for material testing laboratory as per nabl norms. - electronic balance 200 gm, accuracy 0.001 gm, standard weight box (stainless steel) 1 mg to 200 gm, variable flow type air permeability apparatus (blaine type)variable flow type air permeability apparatus (blaine type), whatman filter paper 40 (pkt. of 100 pcs), digital thermo hygrometer, mercury, stop watch digital 1/10 sec, electronic balance 1 kg capacity, graduated cylinder, length comparator, shrinkage bar mould (single), humidity chamber (heating), cement autoclave, le-chatelier water bath, steel scale 300 mm, le-chatelier mould, vicat apparatus with dashpot, vicat mould, electronic balance 6 kg 0.5gm readability., poking rod for cement, cube mould (70.6 mm), standard sand grade-i (25 kg bag), standard sand grade-ii (25 kg bag), standard sand grade-iii (25 kg bag), vibrating machine, automatic compression testing machine 500 kn, accelerated curing tank , gauging trowel, electronic balance 15 kg, cube mould (150 mm), automatic compression testing machine 2000 kn, vernier caliper digital 300 mm, measuring scale 300 mm, hot air oven 450 x 450x 450mm., water bath (28 ltr), electronic balance 10 kg capacity 1gm readability., concrete test hammer 10-100 proceq, anvil for concrete test hammer., ultrasonic pulse velocity apparatus, half cell potentiometer (rebar corrosion detector)
Tender For providing and fixing of open air gym equipments in various parks of sector 20,chandigaarh under ward development fund. - providing and fixing of chest press double size / dimensions length -1200 milimeterwidth- 700 milimeterheight 1800 milimetermaximum weight -120 kilogrammaterial:- all the pipes shall be galvanized iron (gi) and isi marked to ensure strength, durability, and corrosion resistance. the main central pipe shall be an 80 mm nb gi pipe, while the handle frame and sheet frame shall each consist of 40 mm nb gi pipes. the connecting links shall be made of 32 mm nb gi pipes, and the footrest pipe shall also be 32 mm nb gi. the mild steel (ms) foundation plate shall have a minimum thickness of 12 mm. the foundation pipe shall consist of a gi pipe anchored 750 mm deep and supported with an ms angle of 25 25 4 mm for stability. the seat and backrest shall be made of high-density polyethylene (hdpe) sheets with a thickness of 3 mm, designed with a uniform bending radius to avoid sharp edges and ensure user safety. all nuts and bolts used for assembly shall be made of galvanized iron (gi) to enhance durability and resistance to corrosion. the movement mechanism shall be fitted with ball bearings that are self-lubricating and sealed to protect against rain, dust, and other environmental elements. the closing caps of open ends of all pipes, as well as bearings, bushes, and bases, shall be covered with fibre-reinforced plastic (frp) closing caps having a minimum thickness of 3 mm. all plastic components shall be uv-stabilised and weather-resistant to ensure long-lasting performance in outdoor conditions.colour:- green paint finish- power coated, uv resistantpaint coating thickness (min) 100 micrometerwarranty 3 years.complete in all respects, including installation of equipment in a cement concrete block of size 5 x 5 x 1 , to the entire satisfaction of the engineer-in-charge., providing and fixing of leg press leg shaper complete in all respects having following specifications.a) all pipes should used in the equipments should be galvanised with 3mm thickness.b) multi colour powder coating with polyster paints should be used on all the equipments.c) the foot pedal on all the equipments should be of aluminium only.d) the seats should be made of high quality plastic with colour scheme in yellow or orange.e) the high end bearings such as skf/nbc must be used in all the equipments.1 dimensions- 1730*450*1450mm2 colour- customizable multi colour and complete powder coat3 size of main tube-114*3.75mm steel pipe4 size of supporting tube-76*3mm steel pipe5 there is restrainer inside, the distance between swing arm and main tube is greater than 230mm avoiding the danger of getting stuck.6 al alloy protecting covers are used at the top other main tubes to protect from the rainwater7 anti-skid components are used at the pedal parts.8 the distance between two spinners is no less than 230mm, avoiding the damage of being stuck9 anti theft cover is made by stainless steel/high quality plastic.10 thickness of bearing bracket is no less than8mm11 hazardous materials like coating agent, rubber are under national newest standard.functions: develops the strength of lower limbs, and improves the stability and agility of three main joints of lower limbs; good for the healing of inconvenience of bending and stretching of lower limbs, and muscular atrophy of lower limbs, rheumatoid arthritis, sciatica, sprain of the anklebone, etc. approaches: sit on the chair and step on the footboard. stretching legs with force and recover slowly. repeat. users: suitable for people of different ages.complete in all respects, including installation of equipment in a cement concrete block of size 5 x 5 x 1 , to the entire satisfaction of the engineer-in-charge., providing and fixing of parallel bars size/dimensionslength- 900 millimeterheight 800 millimetermaterial:- all the pipes shall be galvanized iron (gi) and isi marked to ensure strength and durability. the ver
Tender For corrigendum : supply and execution items for reliability improvement of signalling inst. section of sr. dste/1/lko of lucknow div. nr. - excavating and refilling of trench to the level of ground with rammed earth asper drg. no.(nr/s&t/con/1.1/97a) so as not to form a drain 0.3 mtrs wide & 1mtr deep on both side of the station along side the track. it shall confirm to the safe distance as per signalling and cable plan in all type of soil, it also includes clearence of roots of trees and bushes., excavating and refilling of trench 0.3 mtrs wide & 0.8 mtr deep on pitced/stone/bricks paved surface, road/crossing/platform etc. and restoration of surafce to original condition., laying of signalling/telecom/power cables of different sizes as per attached guidelines (drg. no.(nr/s&t/con/1.1/97a) or latest on signalling cable laying and as per cable route plan approved by railways through trenches, rcc pipe, dwc pipe, gi pipe etc and meggering of cable before and after its laying of all type of outdoor cables. contractor have to transport cable from any store of lko division to site carefully. meggering to be done for each drum separately. meggering sheets to be supplied and filled up by contractor and submitted to railways, as per instructions by consignee., supply and laying of 2nd class bricks in the trench and laying as per drg. no. (nr/s&t/con./1.1/97a) or latest and as per instruction of the site engineer., boring and trenchless cabling along with supply and insertion of hdpe/dwc self lubricated pipes as per rdso spec no. rdso/spn/204/2011 ver 1.1 or latest of 120mm nominal dia in the bore at the depth of 1.4 meter to 2.1 meter from formation level (level of earth below ballast) as per drawing and as directed by engineer incharge by trenchless technology for laying of signalling /telecom/power cable under track /culvert etc. cable laying covered separately. inspection-consignee for supply of dwc/hdpe pipe. the following required coupling arrangement should also be supplied: 1. suitable snap fit couplers withrubber o ring, 2. spacers, 3. tees. 4. bend. 5. end cap(1 no. =6mtr ,straigh tpipe). (a) the cost shall include horizontal boring through any intermediate obstruction, either natural or man made or any boundary etc. (b) the rate is inclusive of all the materials equipment and labour required for during trenchless horizontal boring under the railway track. nothing extra shall be admissible on any account than the rate quoted above. (c) the pipeis to be laid underrailway track/road /culvert. all necessary arrangement are to be provideand all precautions are to be end is not deviated from the horizontal level line by more than 250mm in horizontal and vertical direction. (d) the rate shall be inclusive of direction and protection of underground utilities encountered during boring. (e) the payment for boring shall be made only when dwc/hdpe pipe are laid in the bore., concreting unschduled items in concrete of 1:3:6 ratio in cement, coarse sand and aggregate 25mm at different places in the yard and plastering top in fine plaster of 1:4 cement sand ratio. it also includes the excavation of earth as required at site and as per instruction of site incharge. the volume in cubic metres shall include the volume occupied by any ci foundation, trestle, ms angle or flat or gi pipe required to be embedded in the casting. cement coarse sand and aggregate 25mm are to be supplied by the contractor., earth work for excavation and refilling around location boxes and signals etc. where necessary including 50m lead and 1.5m lift. the lead is to be measured from centre of gravity of location to the centre of filling and lift from main ground level. the earth work should be well rammed including breaking of clods, levelling and dressing etc. as per instruction of engineer at site., brick work with well burnt bricks in foundations and plinths with cement and sand (ordinary) mixture of 1:4 ratio. all material is to be supplied by th
Tender For annual rate of hotmix material for various roads under rajpipla (r&b) division rajpipla (2026-27) - providing and laying premix semi dense bituminous concrete with b.t. aggregate as per morth gradation & using bitumen emulsion rs-1 as per is 8887: for tack coat @2.50 kg./10 sq.m. on bt surface with asphalt grade vg-30 for mixing @ 50.00 kg./m.t. including heating and mixing the aggregate and asphalt by continuous of batch mix plant and hot laid process laying with paver finisher and consolidation with roller as per morth specification to achieve desire density, including cost all materials equipments, tools and plants, oil, kerosene, firewood, labour charges etc. complete using contractor's own machineries batch mix plant and paver finisher etc. complete. plant and paver finisher etc. complete. providing and laying 50 mm thick bituminous macadam with b.t. aggregate as per morth specification and using bitumen emulsion rs-1 as per is 8887: for tack coat @2.50 kg. / 10 sq.m. on bt surface with mechanical sprayer and bulk asphalt vg 30 for mixing @ 34.00 kg./m.t. i.e. 3.40 percentage of total weight of mix including heating and mixing the aggregate and asphalt in continuous of drum mix plant and hot laid process spreading the same by paver finisher and consolidation with roller as per morth specification to achieve desire density, including providing all materials equipments, tools and plants, fire wood, oil, kerosene, labour charges etc. complete using contractor's own machinery drum mix plant and paver finisher etc. complete. providing & laying bituminous grout 37.5 mm thick compacted with asphalt of vg 30grade @ 1.99 percentage by weight of mix for mixing and 2.5 kg/10 sqm. of rapid curing emulsion for tack coat and using b.t. chips of required gradation including cleaning and heating asphalt premix materials by hot mix process in proper gradation and laying with sensor paver finisher and consolidation work as per most specifications including cost of materials labours labour equipment and plant fuel oil complete.... providing and laying 250mm thick wet mix macadam (w.m.m.) in two layers (each layer of 150mm avearge) using machine crushed black trap aggregate of 40 to 50 mm size in the material with water omc in mechanically mix (pug mill) carriage of mix material by contractor's 1.000 own tipper to site of work including laying, spreading and compacting in sub base, base course on well prepared under base of compacting as per most specification to achieve the desired density (mechanically providing & laying bituminous prime coat asphalt @ 7.5 kg / 10 sqm. of slow curing emulsion as per most specifications including cost of materials labours labour equipment etc. complete..... labour charges for spreading hotmix / drum mix material on scattered area of road by manually in regular shape including surface dressing with wire brush and spreading of sand including cost of sand. complete. (for patch work) labour charges for spreading hotmix / drum mix material by paver finisher including heating and spraying tackcoat as per requirement consolidation by static roller and spraying stone dust as directed etc. complete. providing and laying asphalt painting on b.t. surface with bitumen v.g. 30 at rate of 5 kg./10 sq.mt. and spreading stone dust on painting surface at the rate of 0.03 cu.mt. / 10 sq.mt. in selected length of the road including rolling and cost of asphalt. providing. laying built-up spray grout base course intwo layers with bitumen at rate of 15 kg./per 10 sq.m. with 0.50 cu.m. stone aggregate for first layer and 15kg. of bitumen and 0.50 cu.m. of stone aggregate per 10 sq.μ. of roadsurface for second layer and using 0.13cu.m. of key aggregate per 10 sq.m. excluding rolling and consolidation complete. (stone aggregate and bitumen shall be paid separately) surface dressing two coat with bitumen using 18kg.bitumen per 10.0 sq.m. with 0.15 cu.m. of stone chipping 12mm nominal size per 10.0 sq.m. for first coa
Tender For installation of electro-mechanical equipment at cps muthi for water supply to durga nagar. - h.c pumping units-2no-providing, installation, testing and commissioning of 50000 gph x 150 mtrs. head (02 no.s) horizontal centrifugal split casing pump with slow peed motor at cps muthi by way of excavation of earth work for laying of rcc foundation block. the job includes construction of foundation block for installation of 50000 gph x 150 mtrs. hend horizontal centrifugal pump set at cps muthi. by way of dismantling of old foundation blocks with the help of required tool and tackle and manual labour as per site requirement. disposing off the excavated material from the site to distance of at least 0.50 km with the help of manual labour and mechanical transport. job includes digging of pit of size 6x3.5x4and disposal of excavated material from the site of the work to the place of dumping. providing/lying of rcc foundation block of size 5x3.5x5(labove the ground level) in 1:2:3 cement concrete mix having requisite reinforcement with 12 mm dia. tor steel from center to center with proper spacing. fabrication and fitting of foundation bolts duly welded with cross members and threading at top with nut. foundation bolt shall be welded with tor steel and firmly grouted in the cement concrete mix, plastering and finishing from outside: fitting of base frame plate on the top of the block and leveling it both horizontally as well as vertically. strengthening of the base frame by providing and welding of m. s. channel cross members of required size and as per the size of frame for giving extra strength against vibration of the unit and on full load running conditions. complete job includes cost of material and labour charges for laying of the foundation block, plastering and finishing. placing horizontal centrifugal pumping unit on the base frame by using hydra crane, chain block, manual labour and other tools and tackles. leveling of the pump and motor properly on the base frame and coupling them by fitting of the m.s. coupling bolts with nuts rubber bushes and m.s. fasteners required for horizontal centrifugal pumping unit base connections with base frame job includes cost of material, carriage of machinery and allied materials to the site of work, loading/unloading and allied charges.suction line: fabrication of suction line by providing / fabrication of ms pipe of dia 150 mm. of length as per site requirement (09 mtr approx.) proper beveling of ms pipe for v-butt welding joints. the job includes providing and. fabrication of ms bends of 150 mm dia out of ms pipe 150 mm dia. providing/fabrication / fitting of ms flanges-4no wherever required and with the one flange compatible to be fitted the suction flange of both the pumps. job includes providing and fabrication of ms bends of 150 mm dia -04 no. the job also includes providing and fitting of sluice valves of 150 mm dia. (cs material)- 02no.(01 no.for each suction line of 02 pump sets) on suction lines. providing, fabrication and fitting of ms flanges at both end of sluice valve as per site requirement.delivery line: fabrication of delivery line by providing and fabrication of ms pipe 125 mm. upto manifold. proper beveling of ms pipes for v-butt welding joint. job includes fabrication/fitting of ms pipe 125 mm dia. upto manifold. job also involves making interconnection with manifold with the delivery flange of newly installed pumps. the job involves fabrication/fitting of ms bends as per site requirement no-02 out of 125 mm dia. ms pipe. fabrication of 04 no. ms flange of 125 mm dia. to match delivery flange of the pump and welding of flange with one end of the bend. makes interconnection of manifold with delivery pipe. job also includes providing/fitting of sluice valve (cs)-2no and reflux valve of 125mm-2no (cs material) on delivery side of each pumpset by the way of welding for on delivery line. all the welding work shall have to executed butt pre heated high pressure welding electrod