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Bid Submission Date Range
Tender Value

CTN :40514350 Due date: 06 Jun, 202506 Jun, 2025 7.92 Crore
Tender For mr-n/25-26/jhajha/02 - basbutiya to basahara road, 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 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, 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)., 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 0.90- 1.2 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 applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.25 to 0.3 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503., providing and laying bituminous macadam with 100-120 tph hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction., 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 dry lean concrete sub base over a prepared sub grade with coarse and fine aggregate conforming to is 383 , the size of coarse agg. not exceeding 25mm , agg. cememt ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1 , cement content not to be less tha

State Government

CTN :40532813 Due date: 04 Jun, 202504 Jun, 2025 44.50 Lacs
Tender For providing and laying 25mm thick bituminous concrete with paver finisher in km 0/0 to 1/00, 2/00 to 3/00 and 4/00 to 6/00

CTN :40158864 Due date: 10 Jun, 202510 Jun, 2025 6.91 Crore
Tender For corrigendum : supply of paver finisher (dual purpose) (q1)

CTN :40481334 Due date: 02 Jun, 202502 Jun, 2025 20.68 Lacs
Tender For restoration of road by paver finisher from kisan path underpass near i.t.i hostel in rajapur indaura ward no.4 at npbkt.

CTN :40481335 Due date: 02 Jun, 202502 Jun, 2025 20.64 Lacs
Tender For restoration of road by paver finisher from b.k.t block via prathmik vidyalay to near i.t.i hostel in rajapur indaura ward no.4 at npbkt.

CTN :40458362 Due date: 12 Jun, 202512 Jun, 2025 2.45 Lacs
Tender For invitation of quotation for cat a spares for apollo paver finisher ap 550

corporations/Associations/Others

CTN :40468164 Due date: 11 Jun, 202511 Jun, 2025 27.00 Lacs
Tender For providing bt surface by using paver finisher at 500 flat road unicode133014s058 in keelakarai municipality

CTN :40363237 Due date: 06 Jun, 202506 Jun, 2025 NA
Tender For supply of spares for paver finisher ap 550 - wheel hub (rear-big) double tier , tapper roller bearing , taper roller bearing , rear wheel bolt , m8 hex nut , spring washer 8mm , grease nipple straight , lh fork , rh fork , auger extension shaft , segment screw , segment screw , spring washer 12 mm , check nut 12 mm , ms seal bearing , end piece on cover , auger extension shaft , auger extension shaft , check nut 12 mm , pressure relief valve , hopper cyl , screed cyl , hose pipe , hose pipe , 3/4x1socket set screw , lock unlock cyl , high low cly

CTN :40403364 Due date: 10 Jun, 202510 Jun, 2025 NA
Tender For supply of spares for hmp apollo and paver finisher apollo - d30282aacarring idler , g10140aareduction gear , b20156aapedestal , d10202aav belt set , d45203aahydrex conple , d45220hydrex conple , apocvwpuwater pump with impeller , h75515aamaster cylinder , h60203aasteering motor assy , b10480tapper roller bearing , g40900aa packing , c50445aaconveyor belt fastner , e60240aaresistance , 1554396hydraulic pump oil seal , 1451019stopper cable , 1520964accelerator cable

State Government

CTN :40277992 Due date: 20 May, 202520 May, 2025 NA
Tender For annual rate: 2025-26 rates of supplying, stacking bituminious materials and labour work on various roads of vyara and dolvan taluka dist- tapi. - providing and laying bituminious base course 37.5 mm thick compacted in single layer asphalt vg-30 grade at 1.99 percentage by weight of mix for mixing and 2.5kg/10 smt asphalt vg-30 for tack coat and using b.t. chips of required gradation including cleaning and heating asphalt, premix material by drum mix process in proper gradation and manual laying including rolling and consolidation with 8-10 tonne vibratory roller and providing all material equipment, tools, and plants, fire wood, oil, kerosene labour charges etc. complete using contractors own machinaries, drum mix plant and mannual finish etc. complete. (manual laying), providing and laying bituminious base course 37.5 mm thick compacted in single layer asphalt vg-30 grade at 1.99 percentage by weight of mix for mixing and 2.5 kg/10 smt asphalt vg-30 for tack coat and using b.t. chips of required gradation including cleaning and heating asphalt, premix material by drum mix process in proper gradation and laying with paver finisher including rolling and consolidation with 8-10 tonne vibratory roller and providing all material equipment, tools, and plants, fire wood, oil, kerosene labour charges etc. complete using contractors own machinaries, drum mix plant and paver finisher etc. complete. (paver finish), providing, laying and rolling 37.5 mm compacted thick b.m. in one layer with b.t. aggregate as specified and using bitumen vg10 for tack coat at the rate of 2.5kg/10sqm and using bitumen vg10 for mixing with aggregate at the rate of 3.4percentage i.e. 34kg/m.t. of total mix including heating and mixing in drum mix plant and transporting spreading the same by manual laying and cosolidation with vibratory roller including necessary firewood, oil, lubricants, labour charges, using contractors own drum mix plant, machineries and eqipment, tools etc.complete in accordance with the requirement of specification. (manual laying), providing, laying and rolling 37.5 mm compacted thick b.m. in one layer with b.t. aggregate as specified and using bitumen vg10 for tack coat at the rate of 2.5kg/10sqm and using bitumen vg10 for mixing with aggregate at the rate of 3.4percentage i.e. 34kg/m.t. of total mix including heating and mixing in drum mix plant and transporting spreading the same by paver finisher and cosolidation with vibratory roller including necessary firewood, oil, lubricants, labour charges, using contractors own drum mix plant, machineries and eqipment, tools etc.complete in accordance with the requirement of specification. (paver finish), providing, laying 25mm thick compacted bituminous carpet considering 0.66 cmt./10smt. stone chips for one m.ton as per specification, using the asphalt at rate 33.60 kg/m.ton (i.e. 3.36percentage by weight of total mix) for mixing and asphalt for tack coat at rate 2.5 kg/ 10sq.mt. including heating and mixing the asphalt and stone aggregates by continuous batching of drum mix plant and transporting and spreading the same by manual laying and consoli-dation with vibratory roller with necessary equipments oil, kerosene,fire wood labour charges etc comp.with contractors own machineries and equipment tools etc. complete in accordance with the requirement. (manual laying), providing, laying 25mm thick compacted bituminous carpet considering 0.66 cmt./10smt. stone chips for one m.ton as per specification, using the asphalt at rate 33.60 kg/m.ton (i.e. 3.36percentage by weight of total mix) for mixing and asphalt for tack coat at rate 2.5 kg/ 10sq.mt. including heating and mixing the asphalt and stone aggregates by continuous batching of drum mix plant and transporting and spreading the same by paver finsiher and consoli-dation with vibratory roller with necessary equipments oil, kerosene,fire wood labour charges etc comp.with contractors own machineries and equipment tools etc. complete in accord
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