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Tender For corrigendum : supply of bricks , 10mm stone aggregates , 20mm stone aggregates , 40mm stone aggregates , coarse sand , fine sand , moorum filling material , portland cement , vitrified floor tile 60x60 cm , white cement , paint primer , distemper paint , acrylic smooth exterior paint , synthetic enamel paint , cement base wall care putty , roller brush , 100mm brush , tmt bar 12 mm 880 kg and 08 mm 250kg , binding wire , rectangular hallow section , gi plan sheet barge board upto 300 mm and gutter 600 mm over all girth , cgi precoated galvanised iron sheet , self screw , welding rod , 4 inch cutting blade , iron angle frame for door angle size 40x40x6 mm , wooden door 35 mm thick shutters , iron angle window with grill bar and glass panes fix with silicon complete all fitting accessories , tower bolt , handle , aldrop , calcium silicate reinforced with fibre and natural filler false ceiling tiles of size 595x595 mm , 4 mm dia steel wire rope lock u clamp set pu coated , aluminium with stainless steel ss coating 4 ftx 3 mtr mosquito net wire and meshs , 1.5 sqmm single core wire , 2 .5 sqmm single core wire , 6 amp switch , 6 amp socket 5-pin , 16 amp switch , 16 amp socket , ceiling rose , 1200mm ceiling fan , modular fan regulator , led tube light 20 watt , 16 amp single pole mcb , 32 amp double pole mcb , mcb box 8 way , pvc board size 9x8 inch , 25 mm casing capping , 25 mm casing capping clip , screw 1.5 inch , 6 mm pvc gatti , pvc 6 way board , insulation tap , contractor mason labour and electrician charges for construction of barrack size 20 feet x 60 feet and 5 feet veranda with brick wall plastering floor tiling false ceiling work etc bid number/ & ( * ) : gem/2025/b/6227423 dated/ + : 13-05-2025 bid document/ 3 3 1 / 43
Tender For corrigendum : different roads under buniadpur highway sub-division, urgent patch repairing work by pre coating stone aggregates under dakshin dinajpur highway division, in the district of dakshin dinajpur during the year 2025-26.
Tender For corrigendum : different roads under balurghat highway sub-division, urgent patch repairing work by pre coating stone aggregates under dakshin dinajpur highway division, in the district of dakshin dinajpur during the year 2025-26 .
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 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 supply of materials for development of a public cemetery and construction of a crematorium in tirthakunde village of khanapur taluka. - gusset plates 6 mm thick., tmt bars fe 500,., ms angle iron 40mm x 40mm x 6mm, 23 metre in length at 3.5 kg per metre,., ms angle iron 50mm x 50mm x 6mm, 33.8 metre in length at4.5 kg per metre, crane charges., tmt bars including 5 per cent or overlaps and wastage, fitter class i-02, a 12x12xgauge g.i.wire 100 mtr at ts.800/per m, mason class i (with tools).,.,, mason class ii (with tools).,., rcc pipes np2 600mm dia including collars.,, granite metal 20 mm.,, granite metal 40 mm.,, crushed stone courseaggregate 53.,, vibratory roller 8 tonne,., water tanker,, motor grader 3.35 meter blade.,, wheeled dozer (d50 beml),., laboratory asst. (sslc passed)/mate/supervisor,, gravel 2.36 mm/murrum,, tractor - 40 hp.,, plastic emulision paint 01, unit cost as per the specification,, enamel metal paint.,, painter class i.,, ready mix primer paint (ready mix red lead paint).,, hom of cutting and grinding machine.,, add-01, hom of welding and grinding machine.,, welder grade i,, corbon electrodes.,, anchor bolts 750mm.,, base plate/ base plate, granite / trap broken metal 100 mm and down size, mixer (concrete small used in culvert.), solid concrete blocks (40x20x20cms) 4.00 n/sqmm, hom of vibrator 0.71 days.,, plasticizer / super plasticizer.,., bolts and nuts,, ms flat,., casurina poles 100 - 150 mm.,, jungle wood runners and plank.,, silver oak, or equivalent planks 38 mm thick.,, mixer (concrete) - 1 cum capacity.,, portland cement,., coarse sand (zone iii),, broken stone aggregate 12 mm to 10 mm size,, broken stone aggregate 20 mm size,, broken stone aggregate 40 mm size,, quarry spalls.,, rubble stones.
Tender For construction work of a short bridge near nellore m.g.s mene - rmprcd1 0367-portland cement, rmprcd1 0982-coarse sand (zone iii), rmprcd1 3-display board / cib, rmprcd1 7335-binding wire, rmprcd1 mr9428-broken granite metal 10 mm, rmprcd1 mr9431-broken stone aggregate 12 mm to 10 mm size, rmprcd1 mr9432-broken stone aggregate 20 mm size, rmprcd1 mr9433-broken stone aggregate 40 mm size, rmprcd1 mr9470-granite metal 20 mm, rmprcd1 mr9554-tmt bars fe 500, rmprcd1 mr9569-concrete mixer 0.4/0.28 cum capacity, rmprcd1 mr9796-add formwork and staging at 20 percent for height upto 5 m, rmprcd1 mr9809-filter media stone aggregates