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CTN :40843053

10 Jul, 2025 NA

Kolhapur - Maharashtra

Tender For supply of breathing air compressor,folding scoop stretcher,floating stretcher,spin board stretcher,inflatable shelter,air tight chemical protection suit type 8,throwa8le emergency rescue inflatable survival rescue stick,large double webbed layer nylon rescue nets,light warning jackets,electricians gloves 20v size 10 length 36 cm,heat protection gloves aluminized length 430 mm one size certified as,3 layer aluminium fire proximity suit with b a set arrangement,water gel blanket,pelican 3315 elpel 3315,rope launcher,rope ladder of polypropylene 20 m,tripod system with winch decenders and ascenders,pelican 2410n dive light nemow water proof underwater use,chain lifting 3 ton complete with end rings and shackles with 6 mtrs chain,pulling and lifting machine 5 ton capacity complete with wire rope and hook,pulling and lifting machine 3 ton capacity complete with wire rope and hook,safety belt with hook full body harness karam make,longline 30 meter size 50mm circumference,lowering line 30 meter size 50mm circumference,manila

CTN :40627871

18 Jun, 2025 37.84 Lacs

Jhajha - Bihar

Tender For mr-n-24-25- jhajha-01 (kiyajori to jogiyatilha) - kiyajori to jogiyatilha 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, 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 100 m as per technical specification clause 303.1., for 100 m lead @ 80 %, for 100 m lead @ 20 %, 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 three wheel 80-100 kn static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per technical specification clause 405., 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 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 than 150kg/cm, opc to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant , trasported to site, laid with a paver with electronic sensor , compacting with 8-10 tonnes vibrartory roller, finishing and curing., construction of panel concrete ,plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per caluse 1501.2.2 m 30(grade) coarse and fine aggregates conforming to is:383, maximum s

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