Latest motorway Tenders | Government motorway Tenders

CTN :41218482

06 Aug, 2025 1.83 Lacs

Multi City - Multi State

Tender For proposal for cleaning of roof and side fall along travelling roadway in r-ii/iii seam of no.2 pit at mandarboni south samla amalgamanted colliery under pandabeswar area, ecl.

CTN :41218483

09 Aug, 2025 1.82 Lacs

Kajora - West Bengal

Tender For construction of side wall along travelling roadway at 11d/17l and 18l in both side near dyke in kenda seam of jambad ug colliery.

CTN :41218752

05 Aug, 2025 6.64 Lacs

Bardhaman - West Bengal

Tender For debris (mixed with coal) cleaning along return roadway in r-iii/ii and iv seam of no. 2 pit at pandaveswar colliery, pandaveswar area

State Government

CTN :40985789

11 Aug, 2025 3.50 Crore

Mohali - Punjab

Tender For corrigendum : purchase of biomechanical lab - force platedimensions (w x d x h) in mm : 600 x 400 x up to 50 number of axes for force measurement: all 3 axes. x,y,z plate should be portable in naturesensor type: piezoelectricsampling frequency-(hz) =1000 hz or more force measured on each axis-fx,fy: 2,000 newton or more, fz: 10,000 newton or more hysteresis- (%fso): 0.5 linearity (%fso) 0.5 crosstalk (%) : 2water resistance rating: ip 50 or better.should be inclusive of installation.should be supplied with carrying case for 2 plates and noise free ups for on-ground assessment. the carrying case should be strong and sturdy.should be able to accommodate portable force plate 9286 ba, daq box 5695 and connecting cablesshould be able to protect the equipment from rain, impact and dust, should have rollers to move easilyshould be able to accommodate an ups also., isokinetic dynamometershould be able to access/test various joints in isolation should be able to meet requirements to test sports personsshould be able to test in different resistance modes such as isokinetic (concentric-concentric, concentric-eccentric ,eccentric, concentric ,and eccentric-eccentric), isotonic, isometric, and passive protocols should include options for angles, hold-times, rest period, repetitions, and sets. the system should be able to test all the major body segments and joints such as shoulder, forearm, elbow, wrist, hip, knee, and ankle.should have adjustable range of motion stops in full 360 degrees.should have 360-degree rotation for the force arm (connecting dynamometer to the pedal) to have wide range of motionshould be able to accommodate different athletes with varying height and weight with provision for seatbelt harness for better stabilitythe dynamometer or chair should be movable to accommodate different athletes for quick set-up and better usability with locking clamps for securing the system in place for testingshould be able to do gravity correction when the limbs are positioned with the lever arm on the dynamometerthe software should be provided to analyze the raw data and export the raw and processed data in different file formats such as excel, text, etc. the software should provide detailed report for various testing protocols such as individual test for joints, data/graph overlay for comparing pre and post testing, repeatability, progress, multi-session.should be provided with latest compatible workstation/laptop of reputed brand like hp, dell (latest generation) processor, minimum16gb ram, windows os 11, and laser printerconcentric speed: 500 deg/sec or more eccentric speed: 500 deg/sec or more concentric torque: 500 ft-lb (678nm) or more eccentric torque: 500 ft-lb (678 nm) or more isometric torque: 500 ft-lb (678 nm) or more isotonic torque: 500 ft-lb (678 nm) or more isotonic torque as low as .5 ft-lbfeedback formats: roadway, interactive line, interactive path, reaction training, proprioception training, breakout, and pong.torques. time, torques. angle, torque bars, work bars, power bars. it should be possible to use mechanical stops even with custom patterns (important for safety in research)the same attachment should be usable for left and right side of subject for consistencies in data.should be certified and approved by ce/eu medical devices directives or usfda, nord boardit should be portable and should have 2 load cell sensors per unit with easy to attach hooks pivoting 360 degrees joint improving sensor accuracy it should have knee position indicator for replication of test position in each time. should have sample rate per sensor: upto 400hz, capacity per sensor: 100 kg/980-1000n safe over load per sensor: 150kg/1500n, max over load per sensor: 200kg/ 2000n, resolution: 1n and sensitivity: 22.0+/-mv/v. should have rechargeable battery & battery life should be100 active hours approx. should have working temperature range 5-40 c. (all weather proof) latest upgradable software should have both wired & wireless conne

CTN :41173994

28 Jul, 2025 1.66 Lacs

Multi City - Multi State

Tender For white washing in escape roadway at 9 no. pit madhaipur colliery.

CTN :41166601

29 Jul, 2025 7.00 Crore

Bagaha - Bihar

Tender For rrsmp/25-26 bagaha-1/03 - khabtola gulten miyake ghar se shekh karmulah ke ghar tak, clearing and grubbing road land (by manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i, 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 m as per technical specification clause 202., dismantling of existing structures, like culverts, bridge,retaining wall and other structures comprising of brick masonary including unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per, construction 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., excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per technical specification clause 302.3, construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401., providing, 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., 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- 1.0 kg/sqm using mechanical means as per technical specification clause 502., providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503., providing and laying semi dense bituminous concrete with 100-120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 508 complete in all respects., construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401., providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth

CTN :41166626

29 Jul, 2025 13.93 Crore

Patna - Bihar

Tender For rrsmp/25-26 pakridayal/01 - construction of road from dulma dalit bastee to dulma chowk via village dulma., setting out pillars :- providing & fixing of working benchmark pillars 01 nos. per km & 04 nos. of reference pillars required for 1 km. as per drawings given and direction of e/i, clearing and grubbing road landclearing and grubbing road land ( by manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of e/i ( by manual means) in area of non-thorny jungle, cutting of trees including cutting of trunks, branches and removal of stumps cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per technical specification clause 201.7, girth above 300 mm to 600 mm, girth above 600 mm to 900 mm, removal of telephone/electric poles and lines removal of telephone/electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per technical specification clause 202., box cutting :- excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per technical specification clause 302.3, scrarifying existing bituminous surface to a depth of 150 mm and disposal disposal of scrarified materials with a lift upto 3m and lead upto 1000m as per technical specification clause 301.4, construction 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 & 100 m as per technical specification clause 303.1. (including royality & labour cess)., granular sub-base with well graded material (table 400.1) :- construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. (for grading ii material), wmm :- providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400.11 & 400.12 and technical specification clause 406., 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 coat:- providing 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., semi-dense bituminous concrete :- providing and laying semi dense bituminous concrete with 100-120 tph batch type hmp producing an average

CTN :41166627

29 Jul, 2025 13.24 Crore

Patna - Bihar

Tender For rrsmp/25-26 pakridayal/04 - deokuliya phenhara road to bari tola, setting out pillars :- providing & fixing of working benchmark pillars 01 nos. per km & 04 nos. of reference pillars required for 1 km. as per drawings given and direction of e/i, clearing and grubbing road landclearing and grubbing road land ( by manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of e/i ( by manual means) in area of non-thorny jungle, cutting of trees including cutting of trunks, branches and removal of stumps cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per technical specification clause 201.7, girth above 300 mm to 600 mm, girth above 600 mm to 900 mm, removal of telephone/electric poles and lines removal of telephone/electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per technical specification clause 202., box cutting :- excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per technical specification clause 302.3, construction 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 & 100 m as per technical specification clause 303.1. (including royality & labour cess)., granular sub-base with well graded material (table 400.1) :- construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. (for grading ii material), wmm :- providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400.11 & 400.12 and technical specification clause 406., 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 coat:- providing 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., semi-dense bituminous concrete :- providing and laying semi dense bituminous concrete with 100-120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with se

CTN :41120810

28 Jul, 2025 1.57 Lacs

Kajora - West Bengal

Tender For roof bolting along (-)24l haulage roadway from 8r to 14r in sonachora r-viii(b) seam of madhabpur colliery

CTN :41120824

28 Jul, 2025 6.33 Lacs

Kajora - West Bengal

Tender For construction of 16 nos brick pillars at 04 nos of junctions along (-)24l travelling roadway with crossbar in order to roof support in r-viii(b) seam of madhabpur colliery, kajora area.

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