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Tender For t04 to nathopur via bisanpur length - 1.561 km - setting out pillars providing & fixing of working benchmark pillars 2 nos. per km & 6 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, dismantling brick/tile workdismantling 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 technical specification clause 202., dismantling of structuresdismantling 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.a) reinforced cement concrete, removing all types of hume pipe and stacking within a lead of 1000m including earthwork and dismantling of masonary works as per technical specification clause 202.1 .b) above 600 mm to 900 mm dia hume pipe, box cuttingexcavation 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 embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures and excavated with an average lead of 50 m graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5 (including royality & labour cess)., construction of embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per technical specification clause 301.5 . (including royality & labour cess).for 1000 m lead @ 20 %, for 100 m lead @ 80%, construction of subgrade and earthen shouldersconstruction 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)( by mix in place method ) for grading i materialconstruction 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., wbm grading 3 (by mechanical means) 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., prime coat (low porosity)providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of
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
Tender For mr-n/24-25 sasaram-02/01 - l068-t05 to panrwa (vr37), 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 1000 m as per technical specification clause 303.1., granular sub-base with well graded material(grade 2) : 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., water bound macadam with stone screening gr-ii : 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., water bound macadam gr iii : 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 (rs-1) using emulsion distributor at the rate of 0.2 to 0.25 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 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 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 size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capasity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion ,construction joints, ap
Tender For supply of material requirement for hittnalli gp, construction of a santhe katte near anaveera lingeshwara mutt at hitnalli village in hittnalli gp in devara hipparagi tq - hittnalligp-01 mr9433 broken stone aggregate 40 mm size, hittnalligp-01 mr9432 broken stone aggregate 20 mm size, hittnalligp-01 mr9431 broken stone aggregate 12 mm to 10 mm size, hittnalligp-01 982 coarse sand (zone iii), hittnalligp-01 367 portland cement, hittnalligp-01 mr9678 mixer (concrete) - 1 cum capacity, hittnalligp-01 mr9554 tmt bars fe 500, hittnalligp-01 7335 binding wire, hittnalligp-01 7318 plasticizer or super plasticizer, hittnalligp-01 mr9675 hom of vibrator 0.71 days, hittnalligp-01 mr9528 rubble stones, hittnalligp-01 mr9424 bond stone 20 x 20 x 45 cm, hittnalligp-01 mr9677 mixer (concrete small used in culvert), hittnalligp-01 mr9471 granite metal 40 mm, hittnalligp-01 mr9470 granite metal 20 mm, hittnalligp-01 mr9909 coarse aggreages 12 mm, hittnalligp-01 mr9899 6 mm and below aggreages, hittnalligp-01 mr9923 grit or stone dust, hittnalligp-01 mr9590 wet mix plant (pug mill), hittnalligp-01 mr9873 generator 100 kva, hittnalligp-01 mr9573 front end loader 1 cum capacity, hittnalligp-01 mr9876 paver finisher mechanical 100 tph capacity, hittnalligp-01 mr9683 vibratory roller 8 tonne, hittnalligp-01 mr9684 water tanker, hittnalligp-01 mr9692 tipper 5 cum capacity, hittnalligp-01 mr9910 cobble stones of 75mm thick, hittnalligp-01 mr9725 mason class i (with tools), hittnalligp-01 mr9680 plate vibrator having 3 ton compaction force, hittnalligp-01 mr9558 vitrified tiles 10 mm thick 600 x 600 mm, hittnalligp-01 mr9418 adhesive for tiles, hittnalligp-01 mr9477 grout for vitrified tiles, hittnalligp-01 mr9539 spacers for vitrified tiles, hittnalligp-01 mr9532 sealer for vitrified tiles, hittnalligp-01 mr9934 ms angle iron 50mm x 50mm x 6mm, 33.8 metre in length at 4.5 kg per metre, hittnalligp-01 mr9933 ms angle iron 40mm x 40mm x 6mm, 23 metre in length at 3.5 kg per metre, hittnalligp-01 mr9925 gusset plates 6 mm thick, hittnalligp-01 mr9903 base plate base plate, hittnalligp-01 mr9900 anchor bolts 750mm, hittnalligp-01 mr9455 corbon electrodes, hittnalligp-01 mr9607 welder grade i, hittnalligp-01 mr9676 hom of welding and grinding machine, hittnalligp-01 mr9672 hom of cutting and grinding machine, hittnalligp-01 mr9522 ready mix primer paint (ready mix red lead paint), hittnalligp-01 mr9690 painter class i, hittnalligp-01 mr9463 enamel metal paint, hittnalligp-01 mr9688 unit cost as per the specification, hittnalligp-01 851 water proofing cement paint
Tender For supply of lpg plant mechanical spares e e - duplex sprocket 48 teeth , duplex sprocket 38 teeth , duplex sprocket 32 teeth , duplex sprocket 28 teeth , duplex sprocket 24 teeth , duplex sprocket 22 teeth , duplex sprocket 18 teeth , sprocket 16 teeth 60 mm bore , sprocket 18 teeth 60 mm bore , sprocket 14 teeth 60 mm bore , sprocket bush type 8 teeth , sprocket 14 teeth 65 mm bore , shaft 60x750 mm , shaft 60x840 mm , shaft 40x380 mm , shaft 65x750 mm , duplex chain , counter weight set , teflon e plate , uhmwpe strip 1000x40x10 mm , uhmwpe strip 1000x50x5 mm , uhmwpe strip 2500 mm , stopper roller dia 60 mm , double stopper perpendicular 50x80 mm , double stopper pivot 50x80 mm , drag chain 25x35xr50 , drag chain 25x35xr40 , conveyor gasket rubber , rivet pain conveyor chain , single link duplex chain , ntn 212 plummer bearing , carousal centring arm , filling scale adjustment bolt , filling scale bush , skf bearing 6304 2z , introduction linear rod , ejection linear rod , linear bearing dia 30 mm lenth 45 mm , gd pt clamping roller , gd pt clamping plate , tension block d30 , gd pt centering bush , gd pt shaft for guidance , bloc for guidance , gd pt yoke plate , gd lower bell , hand lever opted detent ds255hd61 , pneumatic drilling machine 12 mm , hss drill bit set , hammering drill bit set 16 mm , hammering drill bit set 12 mm , hammering drill bit set 6 mm , elbow connector half inch threaded , t connector half inch threaded , 1 inch barrel nipple 300 mm , 40 mm threaded socket gi , tee 40x25 mm threaded gi , tee 40x40 mm threaded gi , nipple 50mm threaded gi , pipe wrench 24 inch , union 40 mm threaded gi , hacksaw blade 300 mm , paint remover , hot air sealing cup , hot air sealing hose , metal jaw coupling l90 , metal jaw coupling l100 , metal jaw coupling l110 , metal jaw coupling l150 , star bush coupling l110 , star bush coupling l100 , star bush coupling l150 , star bush coupling l90 , allen bolt m6x30 mm , allen bolt m8x40 mm , anchor bolt 16x100 , anchor bolt 12x100 , stud m12x100 mm , stud m16x100 mm , hexagonal bolt m10x40 mm , hexagonal bolt m8x40 mm , hexagonal bolt m8x75 mm , hexagonal bolt m10x150 mm , hexagonal bolt m8x150 mm , head bolt half threaded m16x75 mm , csk allen head m6x20 mm , csk allen head m8x20 mm , lock nut m6 , lock nut m8 , lock nut m10 , hex nut m10 , washer m10 , ball valve 2 inch class 150 , ball valve 1 inch class 150 , ball valve 3 by 4 inch class 150 , ball valve half inch class 150 , bench vice heavy duty , cable tie 150x3 mm , cable tie 200x3 mm , cable tie 250x3 mm , cable tie 300x3 mm , wd 40 spray , loctite 542 50 ml , electro spray //bid details 2 / 81
Tender For supply of non authorization mechanical / electrical material -roller grooving tool 40x40x300mm carbide tips size-40x50x9.7mm thk. 40deg. make-sandwik, break drum coupling 250 mm as per sample. make- isi, ms split pin dia-6.3mmx 35mm total length 55 mm. make- isi, break drum copuling 250 mm as per sample. make-isi, coupling nut bolt dia 19 mm thread size 16 mm length 91 mm for pin bush type. make-isi, coupling nut bolt dia 19 mm thread size 16 mm length 98 mm for pin bush type. make-isi, ss sleeve for wet scrubber pump cap 50 ltr/sec head 15mtr (asn 1248c). make-green force, s.s. sleeve megachem 32x160. make-k s b make, c.i. sluice valve non rising 50 mm having ss spindle & ss working parts flange to flange distance 215mm, no. of holes 4 , pcd 125mm.is 780. make-pelicon authorized, ci slice valve rising spindle 65 mm having ss spindie and working parts flange to flange to flange distance 230 mm n0 of hole 4 pcd 145 mm is 780. make-pelicon authorized, c.i. sluice valve non rising 65 mm having ss spindle & ss working parts flange to flange distance 230mm, no. of holes 4 , pcd 145mm.is 780. make-pelicon authorized, c.i. sluice valve non rising 80 mm having ss spindle & ss working parts flange to flange distance 230mm, no. of holes 4 , pcd 145mm.is 780. make-pelicon authorized, c.i. sluice valve rising spindie 100 mm having ss spindle & ss working parts flange to flange distance 255mm, no. of holes 8 , pcd 180mm.is 780. make-pelicon authorized, c.i. sluice valve non rising 100 mm having ss spindle & ss working parts flange to flange distance 255mm, no. of holes 8 , pcd 180mm.is 780. make-pelicon authorized, c.i. sluice valve non rising 125mm having ss spindle & ss working parts flange to flange distance mm, no. of holes 8, pcd .is 780. make-pelicon authorized, butterfly valve 40 mm. make-pelicon authorized, ci sluice valve non rising 150mm having ssspindle and ss working part is 780. make-pelicon authorized, ci globe valve size 40mm'' is 9332. make-vision, butterfly valve 50 mm. make-pelicon authorized, butterfly valve 80 mm. make-pelicon authorized, ci non return valve 50mm. make-pelicon authorized, ci non return valve 65mm. make-pelicon authorized, ci non return valve 100mm. make-pelicon authorized, butterfly valve 65 mm. make-pelicon authorized, m.s. plate 6mm size 1.25mx6 m. make-jindal/tata/sail, m.s. plate 8mm size 1.25mx6 m. make-jindal/tata/sail, m.s. plate 10mm size 1.25mx6 m. make-jindal/tata/sail, ms plate 12mm size 1.25m x6m. make-jindal/tata, ms plate 20 mm size 1.25x6m. make-sail, ms plate 3x 1250x6000 mm. make-jindal, ms plate 32 mmx1250x2000mm. make-sail, m.s plate 25mm1250mmx6000mm. make-sail, ms angle 25 x25x3mm (10 lengh). make- jindal, ms angle 65x65x8mm. make-sail, ms angle 75x75x10mm. make-sail, m.s. angle 50x50x6 mm. make-sail, e n 8 round bar 25mm. make-isi, e n 8 round bar 28mm. make-isi, m.s squre bar 22mm. make-sail, ms flat 50x6mm. make-tata, ms flat 65x6mm. make-sail, ms flat 75x6mm. make-jindal, m.s. pipe c class 1/2" thickness 4mm ( is-1239 part1 'c' class heavy duty). make-jindal/tata, m.s pipe 3/4'' thickness 4mm.( is-1239 part1 'c' class heavy duty). make-jindal, m.s. pipe c class 1" thickness 4mm (10 lenght). ( is-1239 part1 'c' class heavy duty).make-jinal/tata, m.s. pipe c class 1.5" thickness 5mm ( 10 length). ( is-1239 part1 'c' class heavy duty) . make-jindal/tata, m.s. pipe c class 2" thick 5mm( 4 length). ( is-1239 part1 'c' class heavy duty). make-jindal/tata, m.s. pipe c class 2.5" thick 5mm. ( is-1239 part1 'c' class heavy duty). make-jindal/tata, m.s. pipe c class 3" thick 6mm (2 length). ( is-1239 part1 'c' class heavy duty). make-jindal/tata, m.s. pipe c class 4" thick 6mm(2 length). ( is-1239 part1 'c' class heavy duty). make-jindal/tata, m.s. pipe c class 5" thick 6mm(2 length).( is-1239 part1 'c' class heavy duty). make-jindal/tata, m.s. pipe c class 6" thick 6mm(1 length). ( is-1239 part1 'c' class heavy duty). make-jindal/tata, m.s. pipe c class 200mm(is 3