shrubs Tenders in Bihar

1
East Central Railway - Bihar

45547798 auction sale of dms scrap ghz, lot no. 342409003, total qty. 40000 kg, ferrous scrap misc. items of various department like rail dolly, buffer spring, piston ring, wire rope, fire extinguisher, crimp, pivot, guitar, pungy, trolly, tiebar , fish plate, ms plate, chair plate, steel sleeper, em pad, loco iron, fuel pipe, loco cover, filter jail, loco gate frame, seat frame, point rod, pipe, draft gear, brake beam, signal aspect, iron post, hanger, equalizing stay, coupler, valve, iron brake block, fiber brake block, compressor body, iron pulley, pump body, charger body, stabilizer body, greaser body, axle cover, bogey bolster, side buffer, semi cylindrical body, slack adjuster, loco window, hand pump body, platform bench, location box, wagon door, wagon sheet, chadra, cattle guard, hose pipe, helical spring, iron drum, signaling lever rod, channel, angle, trd channel, trd pole, angle, epm body, angle cock, air brake valve, nut bolt, cut piece of plunk, t valve, signaling channel, sand box, fuel pipe, connecting pipe, piston cover, piston liner, washer patti, rubber buffer spring, brake cylinder, signal post, stretcher bar, big chair plate, pendrol clip, trd rod, electrical panel frame, rotation frame, hil block, clamp, ferrous scrap misc. items of various department like rail dolly, buffer spring, piston ring, wire rope, fire extinguisher, crimp, pivot, guitar, pungy, trolly, tiebar , fish plate, ms plate, chair plate, steel sleeper, em pad, loco iron, fuel pipe, loco cover, filter jail, loco gate frame, seat frame, point rod, pipe, draft gear, brake beam, signal aspect, iron post, hanger, equalizing stay, coupler, valve, iron brake block, fiber brake block, compressor body, iron pulley, pump body, charger body, stabilizer body, greaser body, axle cover, bogey bolster, side buffer, semi cylindrical body, slack adjuster, loco window, hand pump body, platform bench, location box, wagon door, wagon sheet, chadra, cattle guard, hose pipe, helical spring, iron drum, signaling lever rod, channel, angle, trd channel, trd pole, angle, epm body, angle cock, air brake valve, nut bolt, cut piece of plunk, t valve, signaling channel, sand box, fuel pipe, connecting pipe, piston cover, piston liner, washer patti, rubber buffer spring, brake cylinder, signal post, stretcher bar, big chair plate, pendrol clip, trd rod, electrical panel frame, rotation frame, hil block, clamp, angle, iron frame, battery box, ladder, head light cover, gear, transformer body, iron grail, turbine cover, cst 9, ball bearing, pinto graphite, vacuum cylinder, iron bucket, ac bogey gate with glass and al frame attachment, cut piece of tank, iron rope wire, iron gutka, and other similar type misc. items. complete broken damaged rusted etc. cutting allowed.note 1 all scrap materials are in scattered position and lying in long wild grass/bushes/shrubs.2. lifting of material will be done in sequence manner only from front of rpf post side to corner of pakka road near shunting gate. location stack a north side of area from weight bridge road up to depot north boundary wall and east side of scrap section and canteen road area up to depot east boundary wall except area near corner of depot east and north boundary wall. stack b west side of canteen pakka road up to corner of pakka road near shunting gate....

Due Date : October 10, 2024

Tender Value : ₹ Ref. Documents

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2
Rural Works Department - Bihar

44962012 tender for mr n/23 24/phulparas 03 1 name of road l033 to kulai tolaclearing and grubbing road land (by manual means)including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth 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 2 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. 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 as per technical specification. 4 wbm grading 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 smoothwheel 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. 5 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. 6 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. 7 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. 8 construction of un reinforcedplain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 m 30 grade coarse and fine aggregate maximum size of aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork ( steel channel ,laying and fixing of 125 micron thick plythene 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 continuous operation including provision of contraction and expansion , constrution joints ,applying debonding strips , primer , sealant , dowel bars , near approaches to bridge/ culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. 9 km stone reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 10 200 m stone reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 11 600 mm equilateral & triangle providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 12 600 mm circular providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 13 600 mm x 450 mm rectangular providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 14 planting of trees by the road side (avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year 15 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads@ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35.the finished surface to be level, uniform and free from streaks and holes. (bt) 16 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads@ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35.the finished surface to be level, uniform and free from streaks and holes. (pcc) 17 providing and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 18 brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications clauses 600, 900 and 1208.4 19 plastering with cement mortar (1:4 ) on brick work in sub structure as per technical specifications 20 painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical specification clause 1701 21 add labour cess @ 1% 22 add gst @ 18% 23 seigniorage fee 24 1st year maintenance cost 25 2nd year maintenance cost 26 3rd year maintenance cost 27 4th year maintenance cost 28 5th year maintenance cost 29 add labour cess @ 1% 30 add gst @ 18% 31 seigniorage fee 32 name of road t02 to bariyahiclearing and grubbing road land (by manual means)including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth 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 33 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. 34 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. 35 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 rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per technical specification clause 401. grading ii 36 wbm grading 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 smoothwheel 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. 37 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. 38 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. 39 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. 40 construction of un reinforcedplain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 m 30 grade coarse and fine aggregate maximum size of aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork ( steel channel ,laying and fixing of 125 micron thick plythene 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 continuous operation including provision of contraction and expansion , constrution joints ,applying debonding strips , primer , sealant , dowel bars , near approaches to bridge/ culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. 41 5th km stone reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 42 km stone reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 43 200 m stone reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 44 600 mm equilateral & triangle providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 45 600 mm circular providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 46 600 mm x 450 mm rectangular providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 47 planting of trees by the road side (avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year 48 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads@ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35.the finished surface to be level, uniform and free from streaks and holes. (bt) 49 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads@ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35.the finished surface to be level, uniform and free from streaks and holes. (pcc) 50 providing and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 51 plastering with cement mortar (1:4 ) on brick work in sub structure as per technical specifications 52 painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical specification clause 1701 53 add labour cess @ 1% 54 add gst @ 18% 55 seigniorage fee 56 1st year maintenance cost 57 2nd year maintenance cost 58 3rd year maintenance cost 59 4th year maintenance cost 60 5th year maintenance cost 61 add labour cess @ 1% 62 add gst @ 18% 63 seigniorage fee 64 name of road pahalwan pokhar to gatti patti ( gilal ram tola )clearing and grubbing road land (by manual means)including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth 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 65 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. 66 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. 67 wbm grading 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 smoothwheel 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. 68 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. 69 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. 70 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. 71 construction of un reinforcedplain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 m 30 grade coarse and fine aggregate maximum size of aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork ( steel channel ,laying and fixing of 125 micron thick plythene 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 continuous operation including provision of contraction and expansion , constrution joints ,applying debonding strips , primer , sealant , dowel bars , near approaches to bridge/ culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. 72 km stone reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 73 200 m stone reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 74 600 mm equilateral & triangle providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 75 600 mm circular providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 76 600 mm x 450 mm rectangular providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 77 planting of trees by the road side (avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year 78 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads@ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35.the finished surface to be level, uniform and free from streaks and holes. (bt) 79 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads@ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35.the finished surface to be level, uniform and free from streaks and holes. (pcc) 80 providing and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 81 brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications clauses 600, 900 and 1208.4 82 plastering with cement mortar (1:4 ) on brick work in sub structure as per technical specifications 83 painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical specification clause 1701 84 add labour cess @ 1% 85 add gst @ 18% 86 seigniorage fee 87 1st year maintenance cost 88 2nd year maintenance cost 89 3rd year maintenance cost 90 4th year maintenance cost 91 5th year maintenance cost 92 add labour cess @ 1% 93 add gst @ 18% 94 seigniorage fee 95 name of road t02 to kishnipatticlearing and grubbing road land (by manual means)including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth 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 96 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. 97 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. 98 wbm grading 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 smoothwheel 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. 99 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. 100 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. 101 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. 102 construction of un reinforcedplain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 m 30 grade coarse and fine aggregate maximum size of aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork ( steel channel ,laying and fixing of 125 micron thick plythene 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 continuous operation including provision of contraction and expansion , constrution joints ,applying debonding strips , primer , sealant , dowel bars , near approaches to bridge/ culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. 103 km stone reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 104 200 m stone reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 105 600 mm equilateral & triangle providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 106 600 mm circular providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 107 600 mm x 450 mm rectangular providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 108 reinforced cement concrete m15 grade boundary pillars/local stone of standard design as per irc:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704 109 planting of trees by the road side (avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year 110 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads@ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35.the finished surface to be level, uniform and free from streaks and holes. (bt) 111 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads@ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35.the finished surface to be level, uniform and free from streaks and holes. (pcc) 112 providing and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 113 brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications clauses 600, 900 and 1208.4 114 plastering with cement mortar (1:4 ) on brick work in sub structure as per technical specifications 115 painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical specification clause 1701 116 add labour cess @ 1% 117 add gst @ 18% 118 seigniorage fee 119 1st year maintenance cost 120 2nd year maintenance cost 121 3rd year maintenance cost 122 4th year maintenance cost 123 5th year maintenance cost 124 add labour cess @ 1% 125 add gst @ 18% 126 seigniorage fee 127 name of road l035 to navtoliclearing and grubbing road land (by manual means)including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth 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 128 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. 129 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. 130 wbm grading 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 smoothwheel 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. 131 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. 132 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. 133 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. 134 construction of un reinforcedplain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 m 30 grade coarse and fine aggregate maximum size of aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork ( steel channel ,laying and fixing of 125 micron thick plythene 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 continuous operation including provision of contraction and expansion , constrution joints ,applying debonding strips , primer , sealant , dowel bars , near approaches to bridge/ culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. 135 km stone reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 136 200 m stone reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 137 600 mm equilateral & triangle providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 138 600 mm circular providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 139 600 mm x 450 mm rectangular providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 140 planting of trees by the road side (avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year 141 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads@ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35.the finished surface to be level, uniform and free from streaks and holes. (bt) 142 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads@ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35.the finished surface to be level, uniform and free from streaks and holes. (pcc) 143 providing and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 144 brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications clauses 600, 900 and 1208.4 145 plastering with cement mortar (1:4 ) on brick work in sub structure as per technical specifications 146 painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical specification clause 1701 147 providing concrete for plain/reinforced concrete m 20in coping over protection wall complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 p.c.c grade m 20 (protection wall ) 148 earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 149 brick flat soling in foundation: brick flat soling in foundation trenches as per drawing and technical specification clause 1108 150 providingpcc grade m15 for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 151 brick masonary work in cement mortar (1:4) in head wall complete as per drawing and technical specification clause 1109 in cement mortar 1:4 152 plastering with cement mortar (1:4 ) on brick work in sub structure as per technical specifications 153 add labour cess @ 1% 154 add gst @ 18% 155 seigniorage fee 156 1st year maintenance cost 157 2nd year maintenance cost 158 3rd year maintenance cost 159 4th year maintenance cost 160 5th year maintenance cost 161 add labour cess @ 1% ...

Due Date : September 03, 2024

Tender Value : ₹ 6.27 Crore

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3
Rural Works Department - Bihar

44962006 tender for mrl42 old mechi (mangli chowk )to karuamani 1 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/iof e/i 2 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/iof e/i 3 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/iof e/i 4 clearing and grubbing road land (by manual means)including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth 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 5 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 6 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 7 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. 8 excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per technical specification clause 302.3(including royality & labour cess). 9 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 . 10 for 1000 m lead @ 30 % 11 for 100 m lead @ 70% 12 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. 13 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 rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per technical specification clause 401. 14 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per technical specification clause 405. 15 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per technical specification clause 405. 16 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 17 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 cleaned with hydriloc broom as per technical specification aclouse 503. 18 providing and laying bituminous macadam with processed waste plasticwith 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. 19 providing and applying tack coat with bitumen emulsion (rs 1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503. 20 providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80 100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per technical specification clause 508. 21 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type b, as per technical specification clause 510. 22 construction ofun reinforced,plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity 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 continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days,using curing compound (where specified) and water finishing to lines and grade as per drawingand technical specification clause 1501 23 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 exceeding25mm, mixed in a concrete mixer ofnot 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, applying debonding strips ,primer ,sealant ,dowel bars, near approaches tobridge/ culvert and construction joints, admixture as approved ,curing of concrete slabs for 14 days. curing compound (where specified) and water finishing to lines andgrade as per drawing and technical specification clause 1501. pcc grade m 30 eachpanel (0.50x0.50) thickness 100 mm 24 reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 25 i) 5th km stone 26 ii) km stone 27 iii) 200 m stone 28 providing and fixing of retro reflective cautionary , mandatory and informatory sign board as per irc :67 made of 1.5 mm thick ms steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figureswith reflective tape engineering grade as per clause 1701.3.9 of mord for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean ofproperly designed foundation with m15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2. 29 900 mm equilateral & triangle, (school,cross road) 30 600 mm circular,(speed limit) 31 800 mm x 600 mm rectangular, (village) 32 600 mm x 450 mm rectangular, (hospital) 33 900 mm side octagon, 34 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. 35 providing and fixing of typicalinformatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 36 11.9. planting of trees by the road side (avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year 37 providing and fixing ms iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 nos (25 x 6 mm) and 8 nos (25 x 3 mm) vertical ms riveted to 3 nos (25 x 6mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respects. 38 labour cess @ 1 % 39 seigniorage fee of contruction 40 gst @ 18 % 41 1st year maintenance cost 42 2nd year maintenance cost 43 3rd year maintenance cost 44 4th year maintenance cost 45 5th year maintenance cost 46 labour cess @ 1 % ...

Due Date : September 03, 2024

Tender Value : ₹ 16.14 Crore

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4
Rural Works Department - Bihar

44962000 tender for mrl41 nh327e (pipristhan)to goealdanggi bengal sima tak 1 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/iof e/i 2 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/iof e/i 3 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/iof e/i 4 clearing and grubbing road land (by manual means)including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth 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 5 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 6 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 7 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. 8 excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per technical specification clause 302.3(including royality & labour cess). 9 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 . 10 for 1000 m lead @ 30 % 11 for 100 m lead @ 70% 12 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. 13 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 rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per technical specification clause 401. 14 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per technical specification clause 405. 15 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per technical specification clause 405. 16 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 17 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 cleaned with hydriloc broom as per technical specification aclouse 503. 18 providing and laying bituminous macadam with processed waste plasticwith 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. 19 providing and applying tack coat with bitumen emulsion (rs 1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503. 20 providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80 100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per technical specification clause 508. 21 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type b, as per technical specification clause 510. 22 construction ofun reinforced,plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity 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 continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days,using curing compound (where specified) and water finishing to lines and grade as per drawingand technical specification clause 1501 23 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 exceeding25mm, mixed in a concrete mixer ofnot 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, applying debonding strips ,primer ,sealant ,dowel bars, near approaches tobridge/ culvert and construction joints, admixture as approved ,curing of concrete slabs for 14 days. curing compound (where specified) and water finishing to lines andgrade as per drawing and technical specification clause 1501. pcc grade m 30 eachpanel (0.50x0.50) thickness 100 mm 24 reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 25 i) 5th km stone 26 ii) km stone 27 iii) 200 m stone 28 providing and fixing of retro reflective cautionary , mandatory and informatory sign board as per irc :67 made of 1.5 mm thick ms steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figureswith reflective tape engineering grade as per clause 1701.3.9 of mord for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean ofproperly designed foundation with m15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2. 29 900 mm equilateral & triangle, (school,cross road) 30 600 mm circular,(speed limit) 31 800 mm x 600 mm rectangular, (village) 32 600 mm x 450 mm rectangular, (hospital) 33 900 mm side octagon, 34 boundary pillarreinforced cement concrete m15 grade boundary pillars/local stone of standard design as per irc:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704 35 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. 36 providing and fixing of typicalinformatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 37 11.9. planting of trees by the road side (avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year 38 providing and fixing ms iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 nos (25 x 6 mm) and 8 nos (25 x 3 mm) vertical ms riveted to 3 nos (25 x 6mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respects. 39 earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. 40 plain cement concretepcc m 15 (1:2.5:5) in levelling course below open foundation of head walls as per drawingand technical specification clause 1109 41 providing pcc m 20 (1:2:4) concrete for plain concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 42 plain/reinforced cement concrete (m 20) in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 ans 1204 43 providing weepholes in brick masonary , plain / reinforced concrete abutement , wing wall , return wall with 100 mm dia ac pipe extending through the full width of the structure with slope of 1v: 20h towards drawing 44 supplying, fitting and placing hysd bar reinforcement (fe 415) in substructrue complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202 45 backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8 46 providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications clause 1302 47 providing and laying reinforced cement concrete (m25) in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 48 supplying, fitting, and placing hysd bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202 49 construction of r.c.c. railing of m 25 grade in cast in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre to centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications clauses 800, 900 and 1208.3 50 drainage spouts complete as per drawing and technical specifications clause 1209 51 plastering with cement mortar (1:4 ) on brick work in sub structure as per technical specifications 52 labour cess @ 1 % 53 seigniorage fee of contruction 54 gst @ 18 % 55 1st year maintenance cost 56 2nd year maintenance cost 57 3rd year maintenance cost 58 4th year maintenance cost 59 5th year maintenance cost ...

Due Date : September 03, 2024

Tender Value : ₹ 17.74 Crore

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5
Rural Works Department - Bihar

44961986 tender for mrl36 birpur (dalua haat) to molmagachh pachim tola 1 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/iof e/i 2 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/iof e/i 3 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/iof e/i 4 clearing and grubbing road land (by manual means)including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth 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 5 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 6 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 . 7 for 1000 m lead @ 30 % 8 for 100 m lead @ 70% 9 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. 10 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 rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per technical specification clause 401. 11 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per technical specification clause 405. 12 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per technical specification clause 405. 13 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 14 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 cleaned with hydriloc broom as per technical specification aclouse 503. 15 providing and laying bituminous macadam with processed waste plasticwith 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. 16 providing and applying tack coat with bitumen emulsion (rs 1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503. 17 providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80 100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per technical specification clause 508. 18 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type b, as per technical specification clause 510. 19 construction ofun reinforced,plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity 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 continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days,using curing compound (where specified) and water finishing to lines and grade as per drawingand technical specification clause 1501 20 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 exceeding25mm, mixed in a concrete mixer ofnot 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, applying debonding strips ,primer ,sealant ,dowel bars, near approaches tobridge/ culvert and construction joints, admixture as approved ,curing of concrete slabs for 14 days. curing compound (where specified) and water finishing to lines andgrade as per drawing and technical specification clause 1501. pcc grade m 30 eachpanel (0.50x0.50) thickness 100 mm 21 reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 22 i) 5th km stone 23 ii) km stone 24 iii) 200 m stone 25 providing and fixing of retro reflective cautionary , mandatory and informatory sign board as per irc :67 made of 1.5 mm thick ms steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figureswith reflective tape engineering grade as per clause 1701.3.9 of mord for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean ofproperly designed foundation with m15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2. 26 900 mm equilateral & triangle, (school,cross road) 27 600 mm circular,(speed limit) 28 800 mm x 600 mm rectangular, (village) 29 600 mm x 450 mm rectangular, (hospital) 30 900 mm side octagon, 31 boundary pillarreinforced cement concrete m15 grade boundary pillars/local stone of standard design as per irc:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704 32 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. 33 providing and fixing of typicalinformatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 34 11.9. planting of trees by the road side (avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year 35 providing and fixing ms iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 nos (25 x 6 mm) and 8 nos (25 x 3 mm) vertical ms riveted to 3 nos (25 x 6mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respects. 36 earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. 37 plain cement concretepcc m 15 (1:2.5:5) in levelling course below open foundation of head walls as per drawingand technical specification clause 1109 38 providing pcc m 20 (1:2:4) concrete for plain concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 39 plain/reinforced cement concrete (m 20) in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 ans 1204 40 providing weepholes in brick masonary , plain / reinforced concrete abutement , wing wall , return wall with 100 mm dia ac pipe extending through the full width of the structure with slope of 1v: 20h towards drawing 41 supplying, fitting and placing hysd bar reinforcement (fe 415) in substructrue complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202 42 backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8 43 providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications clause 1302 44 providing and laying reinforced cement concrete (m25) in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 45 supplying, fitting, and placing hysd bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202 46 construction of r.c.c. railing of m 25 grade in cast in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre to centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications clauses 800, 900 and 1208.3 47 drainage spouts complete as per drawing and technical specifications clause 1209 48 providing and laying cement concrete wearing course m 30 grade including reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3 49 brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications clauses 600, 900 and 1208.4 50 providing pcc m 20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification clauses 615, 710and 1204.3.11 51 plastering with cement mortar (1:4 ) on brick work in sub structure as per technical specifications 52 construction of r.c.c. railing of m 25 grade in cast in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre to centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications clauses 800, 900 and 1208.3 53 labour cess @ 1 % 54 seigniorage fee of contruction 55 gst @ 18 % 56 1st year maintenance cost 57 2nd year maintenance cost 58 3rd year maintenance cost 59 4th year maintenance cost 60 5th year maintenance cost ...

Due Date : September 03, 2024

Tender Value : ₹ 7.79 Crore

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6
Bharat Petroleum Corporation Limited - Bihar

44912141 bids are invited for custom bid for services a) scope of work 1) supply, installation, testing and commissioning of 9 m swaged street light poles as per 410sp16. 2) fixing of 120w led street light (non flp) to all the newly installed light poles. 120w led street light will be supplied by bpcl. 3) laying of cable by using cable tray. all cables except mentioned in boq will be supplied by bpcl. cable tray to be supplied by bidder as mentioned in the boq. 4) all civil works excavation, pcc, rcc, coping of the pole base, fixing of foundation bolt and others as required. b) detailed scope of job 1) s/i fp 9m swag pole supply, installation, testing and commissioning of swaged street light poles with the sizes of the poles and the diameters and thickness of each of the sections given clearly in the attached drawings including provision of holes for cable entry, earthing points on poles, base plate, all civil works like excavation, pcc, coping of the pole base as per drawing, supply and fixing of cable protection pipes as shown in drawing, painting with two coats of aluminium primer and two coats of aluminium paint and fixing of supplied fitting with loop in loop out terminals, fixing of flp jb along with gland, lamp fuse hrc and laying of armoured cable as required. all light poles, jbs, glands will be supplied by bidder. also, any facility not mentioned in this scope, but which is vital to installation of street light poles is assumed to be included in the scope of work. 2) s/i flp junction box 4 supply and installation of ex d gas group iia, iib flp and wp junction box: 100 dia 4 way junction box with maximum entry three on three sides (top entry not to be given). dummy plug also to be provided along with jb. no separate payment will be done for supply of dummy plug. 3) s/i flp et 32mmgland supply and installation of ex d gas group iia/b/c flp glands double compression brass nickel of size 32 sq mm et including termination with suitable size of copper/ aluminium lugs and ferrules. 4) s/i gi perf tray cvr 4 (100x 50x 2mm) supply and installation of perforated type cable trays with gi cover :supplying and installation of gi perforated (perforation not more than 17.5%) cable trays with gi cover (hot dipped galvanised : less than 2mm thick : @45 to 50 microns; 2 mm thick and less than 5 mm thick @ 55 60 microns; 5mm thick and above : @ 85 to 90 microns) of following sizes with accessories and gi hardware (coupler plates, nuts, bolts, washers) . the scope also involves supply, fabrication and installation of all cable tray accessories like bends, tee joints, elbow up/down, reducers, fishplates, splices, cross member, connectors, etc. and no separate charges will be applicable, even though only straight lengths are indicated in boq. cable tray bends shall be fabricated or modified at site wherever required. design of structural supports should be submitted by vendor and approved by bpcl prior to installation. 5) s/l cab 4cx4 mm2 (copper) :supplying, laying; testing and commissioning of 1.1 kv grade cables ;pvc insulated (fire retardant low smoke) ; pvc sheathed; armoured copper conductor cables of following sizes as per is:1554 (part i), and sealed properly with pvc caps in built up ready made trenches; overhead cable trays; pull through pipes or exposed on wall .beam/rakes; trusses tie/beamer embedded in floor or buried directly underground (excavation, sand and bricks shall be paid under separate item of boq) or through g.i. pipe. unit rates quoted for installation of cables shall be same irrespective of route and method of laying. the rates shall include laying, pulling of cables, proper dressing of cables on cable trays, racks, vertical raceways and supply and installation of saddles, spacers and nylon chord for tying as required, identification tags at strategic points/ every 50 meter intervals, aluminium clamps. etc. cable identification tags at strategic points/ every 50 meter interval for identification of cable; etc. complete. the straight through joints/ tying with armour in the cables should be avoided. 6) excv<1.5 ord dis in (depth upto 1.5 m normal soil ) earth work in excavation up to required depth below existing ground level up to required depth including removal of vegetation, shrubs and debris cutting and dressing the sides in slopes and bottom, levelling, grading and ramming of bottoms, bailing out of water , supplying of temporary supports to existing services line like water pipes, sewage pipes, electric overhead and u/g cables etc all if encountered, shoring, strutting and disposal of excavated earth anywhere inside bpcls premises as directed by the engineer in charge, complete. payment shall be made as per the actual measurement but not more than excavation plan. also no payment would be made for extra excavation for making slopes etc. the excavated earth to be spread in loose 150 mm thick layers, watered, rolled and well consolidated using suitable compactors. the density to be achieved shall not be less than 90% of the density obtained in the laboratory (modified proctor method) (payment against this item shall be released only for the earth being disposed inside bpcl premises). 7) pcc plin 1:2:4 cs (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) providing and laying plain cement concrete for all depths below and up to plinth level in foundations, drains, fillings, non suspended floors, pavements & ramps or any other works etc. including the cost of position cement concrete of specified grade including the cost of centring and shuttering, tamping, ramming, vibrating, curing, in any shape, position, thickness and finishing the top surface rough or smooth etc. all complete as per directions of engineer in charge. all work up to plinth level. 8) rcc ab pl 1:1.5:3 cs supplying and laying in position rcc of specified nominal mix using 20mm and down size graded crushed stone aggregate for columns, beams slabs and soffits, staircases, lintels etc. of all types including placing of concrete, supplying pockets, openings, recesses, rendering if reqd. to give a smooth and even surface etc. all complete(excluding the cost of reinforcement, but including the cost of centring and shuttering)for all heights above plinth level in any shape, position, thickness etc. all complete as specified and directed. only steel shuttering will be used so as to obtain required finish. the height of shuttering shall not exceed 1.5 m per lift of concrete: 1:1.5:3 (1 cement: 1.5 coarse sand: 3 grade stone aggregate 20 mm nominal size). 9) steel reinforcement supplying and placing hysd steel reinforcement of grade 500 (tmt) conforming to is 1786 in position for rcc works including straightening, cutting, bending, placing in position and binding with 16 swg black soft annealed binding wire at every intersection, supplying and placing appropriate cover block all complete including cleaning and making it free from oil, grease etc. complete for all heights and depths and conforming to relevant is code (make: sail,tata, jsw, essar, vizag steel or approved equivalent make conforming to is code). c) other details related to work 1) light pole detailsheight 9 m pole type single arm material steel usage/application street shape tubular manufactured as per indian standard of is 2713 of 1980 part (i, ii & iii). the poles should made from high quality steel of ultimate tensile strength 42 kgf/mm2 . the arm length of the light pole= 2 m light in 1 light pole= 1 no. length of each light pole is 9 m. distance between 2 light poles= 30 m 2) miscellaneous civil job required per pole excavation= 1.3x1.3x1.5= 2.5 m3 pcc= 1.3x1.3x0.1= 0.169 m3 rcc= (1.2x1.2x0.25) + (0.6x0.6x1.2)= 0.792 m3 steel reinforcement= as required foundation bolt= as required d) project execution methodology /general conditions this execution methodology defines the procedures and methods that shall be followed by vendor in order to achieve efficient preparation of good engineering deliverables and completion of the stipulated project scope of work, within the defined project schedule and budget and also in compliance with the best industrial engineering standards. • upon project award confirmation, vendor management team will nominate a project manager to lead the project. • upon award of the project, vendor will immediately mobilize the engineering team from all disciplines who will review the available technical inputs to start the project activities. they will also prepare a detailed plan for safe execution of the entire project in concurrence with the site approval of eic. vendor must supply all the materials as per tender requirement, specifications as directed by engineering in charge/location in charge (mentioned above). • freight, packing & forwarding charges for the supply of the materials at site if applicable to be included in price bid. no additional payment will be made on these heads i.e., freight, packing & forwarding charges. • the company has right to disqualify any quotation without giving reasons for the same. all the conditions mentioned in the bpcl general terms & conditions of tender are also applicable. • for carrying out location visits, vendor is required to send his authorized personnel with authority letter & aadhaar card & any other id proof. existing safety & security procedure of bpcl to be duly followed by visiting personnel. bpcl reserves the right to deny entry to personnel deemed not fit to visit hazardous area of installation. adequate number of visits need to be carried out by vendor in order to collect all field details correctly. vendor should collect all details from field by visiting location & only those details, which cannot be collected by making field visits, shall be provided by bpcl. normal working hours of location are 08:30 hrs to 17:00 hrs (except for sundays/ holidays). vendor to quote his rates considering the quantum of work involved and the specs of the materials to be supplied along with requisite documents/certificates/warranty etc. vendor to plan his works & resources accordingly. • entire works carried out during the execution of project i.e. excavation, pcc/rcc, supply/fabrication/welding etc. shall confirm to the quality assurance plan (qap) attached in scope of work. e) project schedule start date of the work is date of issue of loi by bpcl to vendor. scheduled completion period for the job is 60 days. this includes time required to visit location, collection of field details, deployment of materials at site, carrying out the welding, fabrication, fittings, civil works, mandatory test etc. as mentioned in the scope of work above. submission of testing certificate/ reports of the cable/jb/light is also under vendor scope of work. vendor to quote his rates considering all above mentioned terms, conditions. f) payment terms: • 90% on completed individual item of work • 10% on completion of all jobs and final acceptance by site in charge g) special terms & conditions: 1. the tenderer shall take into account basic price, cost of labour, t & p, cgst/sgst as applicable, conveyance / cartage etc. before quoting the rates. no extra claim what so ever in this regard shall be entertained. parties are required to quote their pan no., cgst no. , sgst no. and pf code. 2. the tenders should have completed minimum three works of similar nature of minimum value of 7.80 lakhs or two works of 9.75 lakhs or one work of 15.60 lakhs in their name, during last 3 years. photocopies of the completion certificates/award letters should be submitted along with the tender. completion certificate issued by the reputed organization / mnc shall also be accepted. in case of certificates issued by the private party, copies of tds should also be enclosed. similar natures means that bidder should have executed the work of design, supply, erection, testing and commissioning of street lighting / transformers / ht/lt panels/ dg sets/ ht /lt cabling work. 3. work of similar nature means “design, supply, erection, testing and commissioning of street lighting / transformers / ht/lt panels/ dg sets/ ht /lt cabling work. 4. while applying for the tender document, the intending tenderers shall furnish proof of, experience certificates, works completed/awarded, valid work contract as applicable. 5. the tenderer must confirm their acceptance of the terms and conditions mentioned herein and the enclosed documents. each page of the original quotation document should be signed and returned back and this will form a part of the contract. 6. any facility not mentioned in this scope, but which is vital to installation of street light poles is assumed to be included in the scope of work. 7. the contractor shall ensure quality control measures on different aspects of construction including materials, workmanship and correct construction methodologies to be adopted. 8. contractor has to ensure safety and provide adequate supervision. 9. during working at site, some restrictions may be imposed by engineer in charge/security staff of corporation or local authorities regarding safety and security etc., the contractor shall be bound to follow all such restrictions/instruction & nothing extra shall be payable on this account. 10. no compensation shall be payable to the contractor for any damage caused by rains lightening, wind, storm, floods tornado, earth quakes or other natural calamities during the execution of work. he shall make good all such damages at his own cost; and no claim on this account will be entertained. 11. the tender shall be based on conditions of contract and tenderers are required to quote their own rates against each item in schedule of quantities, which is enclosed. all rates shall remain firm for the contract period/extended contract period. 12. all the works to be carried out in accordance with latest cpwd/bis specifications and as per the directions of engineer in charge. 13. cost of tests the contractor is bound to carry out the tests as per the cpwd/bis/applicable codes guidelines for ascertaining the quality of the works executed/ materials used as and when directed by the engineer in charge. the cost of preparing samples and carrying out tests for quality of material or workmanship will be borne by the contractor except for such exclusions as are specifically mentioned in the specifications laid down in the contract. total quantity :...

Due Date : September 03, 2024

Tender Value : ₹ 19.49 Lakhs

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7
Water Resources Department - Bihar

44781285 renovation of teliya pyne scheme 1 earth work by excavator and spreader or tractor leveller in lower level canal or flood embankment or dhar (like minor , sub minor , jamindari bundh , pynes etc. where tipper in not needed ) all type of work like filling and making of canal banks of embankment of earth free from logs, roots or any other gradients , desilting of canal bed and dhar in proper profile with dressing and fishing including new construction repair or restoration in ordinary siol including cutting, loading ,carriage from pit to banks or embankment unloading , spreading clod breaking and laying in layers properly with lead below 15 meter and with all lifts all complete job as per spesification and direction of e/i (mode of measurement _ sectional measurement of compacted earth ) (5.1.47) 2 jungle clearance weeding out shrubs including small trees up to 0.5m girth and removal as per specification and direction of e/i (5.1.3) 3 earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item a) and disposal of excavated earth so obtained to a distance upto 50 m and avg lift of 1.5 m do job as per specification and direction of e/i(5.1.27) 4 providing coarse clean local sand filling in foundation trenches including ramming,watering, royality and all other taxes all complete job as per specification and direction of e/i(5.1.37) 5 provding brick flat soling with designation 100 a bricks joint filled with local sand of approved quality including royality and all taxes all complete job as per specification and direction of e/i(5.7.14) 6 providing and laying p.c.c or r.c.c. m 150 with nominal mix of (1:2:4) in foundation of various component of canal or embamkment structure with approved quality of graded do all complete job as per specification and direction of e/i.(5.3.4) 7 brick work in desingnation 100 a bricks with cement mortar 1:4 in foundation with approved quality coarse sand of requisite f.m. washed and screened with racking out joints to 12 mm depth curing, scaffolding and its removal wherever required including royalty and all complete job as per specification and direction of e/i(5.4.2) 8 brick work in desingnation 100 a bricks with cement mortar 1:4 in super structure with approved quality coarse sand of requisite f.m. washed and screened with racking out joints do all complete job as per specification and direction of e/i(5.4.6) 9 providing and laying p.c.c or r.c.c. m 15 with nominal mix (1:2:4) in foundation of various of canal or embamkment structure do all complete job as per specification and direction of e/i.(5.3.9) 10 provding 12 mm thick cement plaster (1:4) with 1.5 mm thick neat cement punning with approved quality clean coarse sand of requisite f.m washed and screened do all taxes all complete job as per specification and direction of e/i(5.5.2 ) 11 provding 1.5 mm thick neat cement punning with approved quality do all taxes all complete job as per specification and direction of e/i(5.5.10) 12 providing centering and shuttering including strucking propping and its removal after use in various components of all complete job as per specification and direction of e/i(5.3.19) 13 earth work in filling in foundation trenches and back fill of structure in layer not exceed 150mm thick, well watered rammed and fully compacted and finally dressed after cutting of barrow pits a lead of 30m and lift 1.5 m all complete job as per specification and direction of e/i(5.1.31) 14 supply 300mm dia np2 hume pipe..all complete job as per specification and direction of e/i (53.1703.v) 15 labour charge for laying fitting and fixing 300mm dia np2 hume pipe with collars in line level and grade as well as providing approved jointing materials and joint properly filled to make water proof..all complete job as per specification and direction of e/i (5.6.1.3) 16 providing weep holes. 5.8.6 (a) 17 providing centering including strutting, proping etc complate job as per spesification and direction of e/i (5.3.20) 18 providing and laying p.c.c or r.c.c . m 20 with normal mix of (1:1.5:3) in deck slab with approved quality of graded coarse aggregate of required grade( as per design) and approved quality sand of requisites f.m washed and screened including necessary tools and plants, vibrating , curing, roylty etc. excluding cost of form work as well reinforcement , its cutting, bending , binding and placing complate job as per spesification and direction of e/i (5.3.13) 19 providing m.s. reinforcement (tor steel) as per approved design, drawing, removal of rust, cutting, bending, binding, including supplying annealed wire, placing m.s. rods in position complete job as per specification and direction of e/i (5.3.22) t.m.t fe 500 10mm( 5.3.22.i ) t.m.t fe 500 12mm( 5.3.22.k) t.m.t fe 500 16mm( 5.3.22.l) 20 providing and laying dry pitching with precast cement concrete block 600 mm x 600 mm x 300 mm size of m 100 with nominal mix of (1:3:6) in floor and flank wall with approved quality of graded coarse aggregate of required grade (as per design) and approved quality of sand of requisite f.m. washed and screened including necessary form work tools and plants vibrating curing royalty etc complete job as per specification and direction of e/i (5.3.17) 21 supplying and laying good quality of stone filter (size 20 mm to 63 mm size) in rock toe, heal trench, toe drain as per design drawing including the cost of materials, royalty etc. but excluding the cost of carriage, all complete job as per specification and direction of e/i(.7.6.3) 22 making 25 cm (10) dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soi! (vide classification of soil item a ) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr , lead in eluding all lifts , all complete as per approved disign and direction of e/l details of cost for 4 piles of 4 m= 16 mtrs depth ) (20.3a.1) 23 providing m.s. reinforcement (tor steel) as per approved design, drawing, removal of rust, cutting, bending, binding, including supplying annealed wire, placing m.s. rods in position complete job as per specification and direction of e/i 8 mm (5.3.22. i) 24 providing shuttering including strutting, propping etc and its removal after use in foundation as per specification and direction of e/i (5.3.18) 25 finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shadenew work (three or more coats) ( 13.79.1) 26 carriage of materials a cement b sand c stone chips d stone metal e bricks f 300 mm dia hume pipe g local sand h m.s rod ...

Due Date : August 20, 2024

Tender Value : ₹ 1.12 Crore

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8
Water Resources Department - Bihar

44780251 renovation of mahadeva pyne scheme 1 earth work by excavator and spreader or tractor leveller in lower level canal or flood embankment or dhar (like minor , sub minor , jamindari bundh , pynes etc. where tipper in not needed ) all type of work like filling and making of canal banks of embankment of earth free from logs, roots or any other gradients , desilting of canal bed and dhar in proper profile with dressing and fishing including new construction repair or restoration in ordinary siol including cutting, loading ,carriage from pit to banks or embankment unloading , spreading clod breaking and laying in layers properly with lead below 15 meter and with all lifts all complete job as per spesification and direction of e/i (mode of measurement _ sectional measurement of compacted earth ) (5.1.47) 2 jungle clearance weeding out shrubs including small trees up to 0.5m girth and removal as per specification and direction of e/i (5.1.3) 3 earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item a) and disposal of excavated earth so obtained to a distance upto 50 m and avg lift of 1.5 m do job as per specification and direction of e/i(5.1.27) 4 providing coarse clean local sand filling in foundation trenches including ramming,watering, royality and all other taxes all complete job as per specification and direction of e/i(5.1.37) 5 provding brick flat soling with designation 100 a bricks joint filled with local sand of approved quality including royality and all taxes all complete job as per specification and direction of e/i(5.7.14) 6 providing and laying p.c.c or r.c.c. m 150 with nominal mix of (1:2:4) in foundation of various component of canal or embamkment structure with approved quality of graded do all complete job as per specification and direction of e/i.(5.3.4) 7 brick work in desingnation 100 a bricks with cement mortar 1:4 in foundation with approved quality coarse sand of requisite f.m. washed and screened with racking out joints to 12 mm depth curing, scaffolding and its removal wherever required including royalty and all complete job as per specification and direction of e/i(5.4.2) 8 brick work in desingnation 100 a bricks with cement mortar 1:4 in super structure with approved quality coarse sand of requisite f.m. washed and screened with racking out joints do all complete job as per specification and direction of e/i(5.4.6) 9 providing and laying p.c.c or r.c.c. m 15 with nominal mix (1:2:4) in foundation of various of canal or embamkment structure do all complete job as per specification and direction of e/i.(5.3.9) 10 provding 12 mm thick cement plaster (1:4) with 1.5 mm thick neat cement punning with approved quality clean coarse sand of requisite f.m washed and screened do all taxes all complete job as per specification and direction of e/i(5.5.2 ) 11 provding 1.5 mm thick neat cement punning with approved quality do all taxes all complete job as per specification and direction of e/i(5.5.10) 12 providing centering and shuttering including strucking propping and its removal after use in various components of all complete job as per specification and direction of e/i(5.3.19) 13 earth work in filling in foundation trenches and back fill of structure in layer not exceed 150mm thick, well watered rammed and fully compacted and finally dressed after cutting of barrow pits a lead of 30m and lift 1.5 m all complete job as per specification and direction of e/i(5.1.31) 14 supply 300mm dia np2 hume pipe..all complete job as per specification and direction of e/i (53.1703.v) 15 labour charge for laying fitting and fixing 300mm dia np2 hume pipe with collars in line level and grade as well as providing approved jointing materials and joint properly filled to make water proof..all complete job as per specification and direction of e/i (5.6.1.3) 16 supply 600mm dia np2 hume pipe..all complete job as per specification and direction of e/i (53.1706.v) 17 labour charge for laying fitting and fixing 600mm dia np2 hume pipe with collars in line level and grade as well as providing approved jointing materials and joint properly filled to make water proof..all complete job as per specification and direction of e/i (5.6.1.5) 18 providing weep holes. 5.8.6 (a) 19 providing 12mm thick cement plaster (1:4) with 1.5 mm neat punning with approved quality clean coarse sand of rewuisties f.m washed and scrreened including curing, scaffolding wherever required and its removel roylty and all taxes etc. complate job as specification and direction of e/i (5.5.2.+5.5.10) 20 providing centering including strutting, proping etc complate job as per spesification and direction of e/i (5.3.20) 21 providing and laying p.c.c or r.c.c . m 20 with normal mix of (1:1.5:3) in deck slab with approved quality of graded coarse aggregate of required grade( as per design) and approved quality sand of requisites f.m washed and screened including necessary tools and plants, vibrating , curing, roylty etc. excluding cost of form work as well reinforcement , its cutting, bending , binding and placing complate job as per spesification and direction of e/i (5.3.13) 22 providing m.s. reinforcement (tor steel) as per approved design, drawing, removal of rust, cutting, bending, binding, including supplying annealed wire, placing m.s. rods in position complete job as per specification and direction of e/i (5.3.22) t.m.t fe 500 10mm( 5.3.22.i ) t.m.t fe 500 12mm( 5.3.22.k) t.m.t fe 500 16mm( 5.3.22.l) 23 providing and laying dry pitching with precast cement concrete block 600 mm x 600 mm x 300 mm size of m 100 with nominal mix of (1:3:6) in floor and flank wall with approved quality of graded coarse aggregate of required grade (as per design) and approved quality of sand of requisite f.m. washed and screened including necessary form work tools and plants vibrating curing royalty etc complete job as per specification and direction of e/i (5.3.17) 24 supplying and laying good quality of stone filter (size 20 mm to 63 mm size) in rock toe, heal trench, toe drain as per design drawing including the cost of materials, royalty etc. but excluding the cost of carriage, all complete job as per specification and direction of e/i(.7.6.3) 25 making 25 cm (10) dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soi! (vide classification of soil item a ) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr , lead in eluding all lifts , all complete as per approved disign and direction of e/l details of cost for 4 piles of 4 m= 16 mtrs depth ) (20.3a.1) 26 providing m.s. reinforcement (tor steel) as per approved design, drawing, removal of rust, cutting, bending, binding, including supplying annealed wire, placing m.s. rods in position complete job as per specification and direction of e/i 8 mm (5.3.22. i) 27 providing shuttering including strutting, propping etc and its removal after use in foundation as per specification and direction of e/i (5.3.18) 28 finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shadenew work (three or more coats) ( 13.79.1) 29 carriage of materials a cement b sand c stone chips d stone metal e bricks f 300 mm dia hume pipe g 600 mm dia hume pipe h local sand i m.s rod ...

Due Date : August 20, 2024

Tender Value : ₹ 1.29 Crore

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9
Department of Agricultural Research and Education - Bihar

44289799 bids are invited for custom bid for services job work contract for farm and field services, stacking support making in vegetables (manually) sowing of seed (manually) sowing of seed by seed drill machine (mechanically) transplanting of paddy seedling (manually) application of manure/ fertilizer/ pesticide etc. (manually) seed soaking/ dry seed treatment (manually) weeding, earthing up, intercultural operation in field (manually) irrigation (mechanically) harvesting, bundle making and carrying of crops (manually). threshing by thresher followed by winnowing (mechanically) manual threshing followed by winnowing (manually) weighing, bagging & storing (manually) maintenance of seasonal flower/lawn (manually) uprooting of paddy seedlings, bundle making, washing & carrying (manually) uprooting of vegetable nursering & planting (manually) spraying of chemicals with battery operated sprayer (mechanically) harvesting of fruit (manually) harvesting of vegetable (manually) hedge cutting (manually) grass cutting from channel & link road (manually) grass cutting with machine (manually) pot culture / weeding & inter cultural operation in pot (manually) raise bed preparation (manually) gap filling / re sowing (manually) general cleaning (normal field) (manually) general cleaning (grass/shrubs, etc) (manually) nursery preparation of approx paddy transplanting (manually) collection of morphological biometric & yield attributes data (manually) transplanting of vegetables seedling (manually) maize shelling (manually) scaring of birds (manually) transplanting of experimental paddy (manually) harvesting/picking and carrying pulses crop (manually) harvesting, bundle making and carrying of experimental crops (manually) roughing seed plot (manually) drying of seed (manually) cleaning of seed (manually) maintenance of medicinal and aromatic plants (manually) processing of seed through processing machine (mechanically) counting of seedlings in experimental plots land preparation by tractor (mechanically) land preparation by tractor followed by planking (mechanically) land preparation by tractor followed by planking and pudding (mechanically) land preparation by power tiller followed by planking (mechanically) land preparation by power tiller followed by planking and puddling (mechanically) bund making (manually) repairing & height raising of old bund (manually) cleaning of drainage channel (manually) making of drainage channel (manually) leveling of land (mechanical) leveling of land (manually) maintenance of bund (manually) maintenance of irrigation system (manually) watch & ward and caring of goats in shed during night hours (manually) watch & ward and caring of buffalo/cattle in shed during night hours (manually) chopping of straw/green fodder (manually) collection of fodder & chopping (manually) collection and chopping of fodder and filling in silo pit (manually) animals rearing including shed and animal cleaning, feeding, watering etc. (manually) animals rearing including shed and animal cleaning, feeding, watering etc. (manually) bird rearing including shed cleaning, feeding, watering etc. (manually) milking of cattle and milk record maintenance (manually) assistance in veterinary treatment, health and record maintenance (manually) loading and un loading of straw from specified area (manually) feeding of fish (manually) netting of fish pond (manually) pond surface cleaning (manually) pond bund cleaning and fruit crops on bunds maintenance (manually) pond chemical treatment (manually) maintenance of growth & feeding record (manually) maintenance of growth & feeding record (manually) loading & unloading of fym (manually) data collection on height length weight chest measurement of animal and animal perof approx mance (manually) liming, fertilization, chemical treatment etc. (manually) assisting artificial insemination collection of blood samples (manually) breeding of fish and fertilization and egg collection (manually) grazing of goats (manually) milk distribution from sale counter twice daily and record maintenance basin hoeing, weeding, manure & fertilizer application in orchard including carrying of fertilizer / manure  (manually) preparation of vermi compost in the pit size of 6’x3’x3’ (manually) planting of fruit / road avenue & other tree plants (manually) training / pruning of fruit tree etc. (manually) chopping of straw, boiling of the same for mushroom production (manually) maintenance of mushroom house & harvesting (15’x 10’) (manually) straw filling & spawning of approx mushroom production (manually) ring making around fruit plant of approx manure/ fertilizer application etc. (manually) spraying of chemicals in orchard (manually) collection of meteorological data like temperature, rainfall and data entry (manually) uprooting and transplanting of durva grass (manually) grading of seed (manually) pruning/ training avenue plantation of tree and carrying branches etc. (manually) making compost including carrying of weeds/ tree leaves/ farm waste, filling of pit, mixing with cow dung turning etc. (manually) 10’x10’x3’pit seed counting (leguminous crops) seed counting (cereals, millets & non leguminous oilseeds) transplanting of paddy by transplanter machine (manually) irrigation by lewa//drip/sprinkler (mechanically) manual land preparation, leveling, for making layout (manually) hiring of jcb total quantity :...

Due Date : August 09, 2024

Tender Value : ₹ 1.80 Crore

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10
Indian Army - Bihar

43981744 bids are invited for repair of stores, mist fan , plastic body desert coolers , iron body desert coolers , heavy duty stand fan , maga phone , tea thermos 20ltrs , water camper 10ltr , white board , tape winder , fogging machine , angle grinder machine , drill machine , hand grinder , 70 watt led light , fuel hand pump , inverter , 200watt led light , bush cutter electric , bush cutter petrol , lawn mower , eicher tractor 368 , e rickshaw , leaf blower , modified auto rickshaw , electric muffle furnace , electric bush cutter , printer sharp ar6020nv , submersible motor pump 3hp , full body massager with vibrate platform , iron post board and ring , shrub master blade change , gang mower gear assy greasing , stop watch , squash racket , tennis racket , bush cutter , digital score board , roman chair , cable cross over , leg extension machine , smith machine , olympic bench , multi gym , repair of fence , portable ro purifier , water cooler 60ltr , water purifier 100lph , printer hp 316 ink tank , projector 2700lumens , cycle gear servicing , toilet set with flush in wooden , calf machine , portable fire fighting eqpt stand , bivouac pole total quantity : 695...

Due Date : July 03, 2024

Tender Value : ₹ Ref. Documents

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11
Archaeological Survey Of India - Bihar

43622258 tender for a.m. & u.k. of gardens under sub circle sasaram bihar w.e.f july 2024 to 31.03.2025 on as required basis.; 1 complete maintenance of the entire garden features having as per yard stick in the garden area (intensive area) i.e. lawn trees, shrubs, herbs, flower beds (sasaram & gaya)….. (as per tender document.) 2 complete maintenance of the entire garden features having as per yard stick in the garden area (extensive area) i.e. lawn trees, shrubs, herbs, flower beds (sasaram)….. (as per tender document.) 3 providing of unskilled labour for watch and ward (sasaram)…. (as per teder document) 4 supplying and stacking of well decayed cattle manure (sasaram & gaya)…. (as per teder document) 5 supply and stacking of good earth (sasaram & gaya)…... (as per tender documents) 6 supply of cosumable article for intensinve (sasaram & gaya) …. (as per tender documents) 7 supply of konaflex flexible (sasaram)…. (as per tender documents) 8 supply of 25mm dia size pvc sunction hose pipe………. (as per tender documents) 9 disposal of garbage emerged during the maintenance(sasaram & gaya)…. (as per tender documents) 10 supply of heavy duty electirc lawn mower…. (as per tender documents) ...

Due Date : July 01, 2024

Tender Value : ₹ 20.17 Lakhs

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12
Indian Army - Bihar

43472703 bids are invited for repair of stores mse mist fan , plastic body desert coolers , iron body desert coolers , heavy duty stand fan , maga phone , tea thermos 20ltrs , water camper 10ltr , white board , tape winder , fogging machine , angle grinder machine , drill machine , hand grinder , 70 watt led light , fuel hand pump , inverter , 200watt led light , bush cutter electric , bush cutter petrol , lawn mower , eicher tractor 368 , e rickshaw , leaf blower , modified auto rickshaw , electric muffle furnace , electric bush cutter , printer sharp ar 6020nv , submersible motor pump 3hp , full body massager with vibrate platform , iron post board and ring , shrub master blade change , gang mower gear assy greasing , stop watch , squash racket , tennis racket , bush cutter , digital score board , roman chair , cable cross over , leg extension machine , smith machine , olympic bench , multi gym , repair of fence , portable ro purifier , water cooler 60ltr , water purifier 100lph , printer hp 316 ink tank , projector 2700lumens , cycle gear servicing , toilet set with flush in wooden , calf machine , portable fire fighting eqpt stand , bivouac pole total quantity : 695...

Due Date : June 17, 2024

Tender Value : ₹ Ref. Documents

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13
Rural Works Department - Bihar

43068762 tender for 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 ( working benchmark pillars ) ; 3 reference pillars 4 clearing and grubbing road land ( by manual means ) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth 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 5 100 m lead 6 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. 7 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 vibratory roller achieve the desired density, complete as per technical specification clause 401. 8 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel 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. 9 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. 10 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. 11 providing, laying and rolling of close graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm ( type b ) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8 10 kn static roller and finishing to required level and grades as per technical specification clause 509 12 reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703 ii ) km stone 13 iii ) 200 m stone 14 reinforced cement concrete m15 grade boundary pillars / local stone of standard design as per irc:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704 15 providing and fixing of retro reflective cautionary , mandatory and informatory sign board as per irc :67 made of 1.5 mm thick ms steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figureswith reflective tape engineering grade as per clause 1701.3.9 of mord for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean ofproperly designed foundation with m15 grade cement concrete 450x450x600 mm , 600mm below ground level as per approved drawing clause 1701.2.2. ( 600 mm circular, ( speed limit ) 16 900 mm equilateral & triangle, ( left, right curve ) 17 600 mm x 450 mm rectangular, ( school & place ) 18 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. 19 planting of trees by the road side ( avenue trees ) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard / sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard andmaintaining the plants for one year 20 providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road ( new construction ) , extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of rcc pipe as per irc:981997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per irc: 98 1997 and approved drawings. 21 providing and erecting direction and place identification retro reflectorised sign asper irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 2 mm thickwith areanot exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with m 15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and technical specification clause 1701 22 providing and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 23 earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 24 providing pcc m 15 ( 1:2.5:5 ) concrete for plain concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 25 providing and laying rcc pipe np 3 for culverts on first class bedding of pcc m10 material in ( 600 mm ) single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling concrete and masonary works in head walls and parapets as per clause 1106 26 painting two coats on new concrete surfaces: painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical specification clause 1701 27 plain / reinforced cement concrete ( m 20 ) in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 ans 1204 28 brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications clauses 600, 900 and 1208.4 29 providing pcc m 20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification clauses 615, 710and 1204.3.11 30 plastering with cement mortar ( 1:4 ) on brick work in sub structure as per technical specifications 31 labour cess 1% 32 seigniorage cost 33 18% gst on total cost 34 1st year maintenance cost 35 2nd year maintenance cost 36 3rd year maintenance cost 37 4th year maintenance cost 38 5th year maintenance cost 39 labour cess 1% 40 seigniorage cost 41 18% gst on total cost 42 durga mandir keriya seaklu das tola 43 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 ( working benchmark pillars ) 44 reference pillars 45 clearing and grubbing road land ( by manual means ) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth 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 46 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 . ( 1000m lead ) 47 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. 48 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 vibratory roller achieve the desired density, complete as per technical specification clause 401. 49 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel 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. 50 construction ofun reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 ( grade ) , coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity 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 continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, using curing compound ( where specified ) and water finishing to lines and grade as per drawingand technicalspecification clause 1501 51 laying brick soling layer on prepared sub grade with brick on end edging according to lines, graded and cross section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with threewheel road roller 80 100 kn as per technical specification clause 412 52 reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.ii ) km stone 53 iii ) 200 m stone 54 reinforced cement concrete m15 grade boundary pillars / local stone of standard design as per irc:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704 55 providing and fixing of retro reflective cautionary , mandatory and informatory sign board as per irc :67 made of 1.5 mm thick ms steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figureswith reflective tape engineering grade as per clause 1701.3.9 of mord for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean ofproperly designed foundation with m15 grade cement concrete 450x450x600 mm , 600mm below ground level as per approved drawing clause 1701.2.2. ( 600 mm circular, ( speed limit ) 56 900 mm equilateral & triangle, ( left, right curve ) 57 600 mm x 450 mm rectangular, ( school & place ) 58 at both edge for ( pcc ) 59 providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road ( new construction ) , extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of rcc pipe as per irc:981997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per irc: 98 1997 and approved drawings. 60 providing and erecting direction and place identification retro reflectorised sign asper irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 2 mm thickwith areanot exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with m 15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and technical specification clause 1701 61 providing and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 62 earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 63 providing pcc m 15 ( 1:2.5:5 ) concrete for plain concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 64 providing and laying rcc pipe np 3 for culverts on first class bedding of pcc m10 material in ( 600 mm ) single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling concrete and masonary works in head walls and parapets as per clause 1106 65 painting two coats on new concrete surfaces: painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical specification clause 1701 66 plain / reinforced cement concrete ( m 20 ) in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 ans 1204 67 labour cess 1% 68 seigniorage cost 69 18% gst on total cost 70 1st year maintenance cost 71 2nd year maintenance cost 72 3rd year maintenance cost 73 4th year maintenance cost 74 5th year maintenance cost 75 labour cess 1% 76 seigniorage cost 77 18% gst on total cost 78 banka belhar rcdse tinmunda uttar tola 79 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 ( working benchmark pillars ) 80 reference pillars 81 clearing and grubbing road land ( by manual means ) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth 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 82 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 . ( 1000m lead ) 83 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. 84 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 vibratory roller achieve the desired density, complete as per technical specification clause 401. 85 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel 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. 86 construction ofun reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 ( grade ) , coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity 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 continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, using curing compound ( where specified ) and water finishing to lines and grade as per drawingand technicalspecification clause 1501 87 laying brick soling layer on prepared sub grade with brick on end edging according to lines, graded and cross section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with threewheel road roller 80 100 kn as per technical specification clause 412 88 reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.ii ) km stone 89 iii ) 200 m stone 90 providing and fixing of retro reflective cautionary , mandatory and informatory sign board as per irc :67 made of 1.5 mm thick ms steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figureswith reflective tape engineering grade as per clause 1701.3.9 of mord for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean ofproperly designed foundation with m15 grade cement concrete 450x450x600 mm , 600mm below ground level as per approved drawing clause 1701.2.2. ( 600 mm circular, ( speed limit ) 91 900 mm equilateral & triangle, ( left, right curve ) 92 600 mm x 450 mm rectangular, ( school & place ) 93 at both edge for ( pcc ) 94 providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road ( new construction ) , extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of rcc pipe as per irc:981997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per irc: 98 1997 and approved drawings. 95 providing and erecting direction and place identification retro reflectorised sign asper irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 2 mm thickwith areanot exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with m 15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and technical specification clause 1701 96 providing and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 97 labour cess 1% 98 seigniorage cost 99 18% gst on total cost 100 1st year maintenance cost 101 2nd year maintenance cost 102 3rd year maintenance cost 103 4th year maintenance cost 104 5th year maintenance cost 105 labour cess 1% 106 seigniorage cost 107 18% gst on total cost...

Due Date : April 12, 2024

Tender Value : ₹ 1.17 Crore

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14
Ministry Of Road Transport And Highways - Bihar

41563648 tender for construction of boundary wall west side of regional office patna for the year of 2022 23. ; 1 clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness. by mechanical means using dozer. 2 making 25cm ( 10 ) dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soi! ( vide classification of soil item a ) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr, lead in eluding all lifts, all complete as per approved disign and direction of e / l. 3 63 cm ( 25 ) under ream making 63 cm ( 25 ) dia under ream at required with hand auger of approved quality in ordinary soil ( vide classification of soil ifem a ) true to plumb and without eccentri city in my stage of opration and disposal of the excavated earth up to 50 mts lead in eluding all lifts , all complete as per approved design and direction of ( e / l ) . 4 sand filling in foundation trenches as per drawing and technical specification 5 providing designation 100 a one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of e / l. 6 plain / reinforced cement concrete in open foundation complete as per drawing and technical specifications. rcc grade m25 using batching plant, transit mixer & manual placing. 7 brick masonary work in1:3 in sub structure complete excluding pointing and plastering, as per drawing and technical specifications. 8 plastering with cement mortar ( 1:3 ) on brick workin sub structure as per technical specifications. 9 supplying, fitting and placing un coated hysd bar reinforcement in foundation complete as per drawing and technical specifications 10 colour washing such as green, blue or buff to give an even shade new work ( two or more coats ) with a base coat of white washing. 11 providing and fixing 1 mm thick m.s. sheet door with frame of 40x40x6 mm angle iron and 3mm ms gusset plates at the junction and corners.all necessary fittings completejncluding applying a priming coat of approved steel primer. 12 painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade new steel work ( two or more coats ) ....

Due Date : January 31, 2024

Tender Value : ₹ 29.16 Lakhs

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16
Archaeological Survey Of India - Bihar

37964936 tender for a.m. & u.k. of gardens at kumhar, bihar w.e.f 01.07.2023 to 31.03.2024 on as required basis. complete maintenance of the entire garden features having as per yard stick in the garden area ( intensive area ) i.e. lawn trees, shrubs, herbs, flower beds ( b class city kumhrar ) ….. ( as per tender document. ) supply of urea ( 46 % ) ………. ( as per tender document ) intesive area supply of plant protection product…. ( as per teder document ) supply of consumable article for intensive garden area…... ( as per tender documents ) replacement & repair of pipe line….. ( as per tender documents ) supply of konafex flexible pvc ( kumhrar ) …. ( as per tender documents ) supply of 6 sqmm x 3 core, copper cable ( kumhrar ) …. ( as per tender documents ) ...

Due Date : June 21, 2023

Tender Value : ₹ 20.54 Lakhs

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17
Eastern Railways - Bihar

36845261 supply of mechanised shrub / grass cutter machinemoc four stroke engine h.p. 1.5 with grass cutter iron 02 nos, grass cutter gloves plastic 02 nos, ribbon ( rope ) bundle of 100 mtrs 02 nos. [ warranty period: 30 months after the date of delivery ] ...

Due Date : April 08, 2023

Tender Value : ₹ Ref. Documents

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18
Rural Works Department - Bihar

34524665 mr n / 22 23, danapur / 02, 1 1 ) jafarpur to vishunpur in danapur block unde m / r ( 3054 ) 2 clearing and grubbing road land ( by manual means ) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth 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 3 construction of subgrade and earthen shoulders : 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. 4 cement concrete pavement: construction of un reinforcedplain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 m 30 grade coarse and fine aggregate maximum size of aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design , laid in approved fixed side formwork ( steel channel , laying and fixing of 125 micron thick plythene 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 continuous operation including provision of contraction and expansion , constrution joints , applying debonding strips , primer , sealant , dowel bars , near approaches to bridge / culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501. 5 reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. km stone 6 reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 200 m stone 7 providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 ( 600 mm equilateral & triangle ) 8 providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 ( 600 mm circular ) 9 providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 ( 600 mm x 450 mm rectangular ) 10 planting of trees and their maintenance for one year : planting of trees by the road side ( avenue trees ) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard / sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year 11 road marking with hot applied thermoplastic compound with reflectorising glass beads on concrete surface : providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. 12 ( i ) providing and fixing logo of maintenance project : providing and fixing of typical informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 13 brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications clauses 600, 900 and 1208.4 14 plastering with cement mortar ( 1:4 ) on brick work in sub structure as per technical specifications 15 painting two coats on new concrete surfaces : painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical specification clause 1701 16 add 18% gst 17 add 1% labour cess 18 seigniorage fee 19 5 year maintenance cost 20 add 18% gst 21 add 1% labour cess 22 seigniorage fee 23 2 ) panapur to rest part of kafarpur in danapur block unde m / r ( 3054 ) 24 clearing and grubbing road land ( by manual means ) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth 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 25 construction of subgrade and earthen shoulders : 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. 26 cement concrete pavement: construction of un reinforcedplain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 m 30 grade coarse and fine aggregate maximum size of aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design , laid in approved fixed side formwork ( steel channel , laying and fixing of 125 micron thick plythene 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 continuous operation including provision of contraction and expansion , constrution joints , applying debonding strips , primer , sealant , dowel bars , near approaches to bridge / culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501. 27 reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. km stone 28 reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 200 m stone 29 providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 ( 600 mm equilateral & triangle ) 30 providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 ( 600 mm circular ) 31 providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 ( 600 mm x 450 mm rectangular ) 32 planting of trees and their maintenance for one year : planting of trees by the road side ( avenue trees ) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard / sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year 33 road marking with hot applied thermoplastic compound with reflectorising glass beads on concrete surface : providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. 34 ( i ) providing and fixing logo of maintenance project : providing and fixing of typical informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 35 brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications clauses 600, 900 and 1208.4 36 plastering with cement mortar ( 1:4 ) on brick work in sub structure as per technical specifications 37 painting two coats on new concrete surfaces : painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical specification clause 1701 38 add 18% gst 39 add 1% labour cess 40 seigniorage fee 41 5 year maintenance cost 42 add 18% gst 43 add 1% labour cess 44 seigniorage fee 45 3 ) kafarpur to harshamchak bazar path in danapur block unde m / r ( 3054 ) 46 clearing and grubbing road land ( by manual means ) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth 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 47 construction of subgrade and earthen shoulders : 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. 48 cement concrete pavement: construction of un reinforcedplain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 m 30 grade coarse and fine aggregate maximum size of aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design , laid in approved fixed side formwork ( steel channel , laying and fixing of 125 micron thick plythene 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 continuous operation including provision of contraction and expansion , constrution joints , applying debonding strips , primer , sealant , dowel bars , near approaches to bridge / culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501. 49 reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. km stone 50 reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 200 m stone 51 providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 ( 600 mm equilateral & triangle ) 52 providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 ( 600 mm circular ) 53 providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 ( 600 mm x 450 mm rectangular ) 54 planting of trees and their maintenance for one year : planting of trees by the road side ( avenue trees ) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard / sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year 55 road marking with hot applied thermoplastic compound with reflectorising glass beads on concrete surface : providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. 56 ( i ) providing and fixing logo of maintenance project : providing and fixing of typical informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 57 brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications clauses 600, 900 and 1208.4 58 plastering with cement mortar ( 1:4 ) on brick work in sub structure as per technical specifications 59 painting two coats on new concrete surfaces : painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical specification clause 1701 60 add 18% gst 61 add 1% labour cess 62 seigniorage fee 63 5 year maintenance cost 64 add 18% gst 65 add 1% labour cess 66 seigniorage fee 67 4 ) vishunpur to kafarpur harsam chak via pani tanki in danapur block unde m / r ( 3054 ) 68 clearing and grubbing road land ( by manual means ) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth 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 69 construction of subgrade and earthen shoulders : 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. 70 cement concrete pavement: construction of un reinforcedplain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 m 30 grade coarse and fine aggregate maximum size of aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design , laid in approved fixed side formwork ( steel channel , laying and fixing of 125 micron thick plythene 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 continuous operation including provision of contraction and expansion , constrution joints , applying debonding strips , primer , sealant , dowel bars , near approaches to bridge / culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501. 71 reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. km stone 72 reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 200 m stone 73 providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 ( 600 mm equilateral & triangle ) 74 providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 ( 600 mm circular ) 75 providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 ( 600 mm x 450 mm rectangular ) 76 planting of trees and their maintenance for one year : planting of trees by the road side ( avenue trees ) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard / sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year 77 road marking with hot applied thermoplastic compound with reflectorising glass beads on concrete surface : providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. 78 ( i ) providing and fixing logo of maintenance project : providing and fixing of typical informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 79 brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications clauses 600, 900 and 1208.4 80 plastering with cement mortar ( 1:4 ) on brick work in sub structure as per technical specifications 81 painting two coats on new concrete surfaces : painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical specification clause 1701 82 add 18% gst 83 add 1% labour cess 84 seigniorage fee 85 5 year maintenance cost 86 add 18% gst 87 add 1% labour cess 88 seigniorage fee 89 5 ) bhuiyan basawan sthan jafarpur to madhya vidyalaya jafarpur in danapur block unde m / r ( 3054 ) 90 clearing and grubbing road land ( by manual means ) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth 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 91 construction of subgrade and earthen shoulders : 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. 92 cement concrete pavement: construction of un reinforcedplain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 m 30 grade coarse and fine aggregate maximum size of aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design , laid in approved fixed side formwork ( steel channel , laying and fixing of 125 micron thick plythene 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 continuous operation including provision of contraction and expansion , constrution joints , applying debonding strips , primer , sealant , dowel bars , near approaches to bridge / culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501. 93 reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. km stone 94 reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 200 m stone 95 providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 ( 600 mm equilateral & triangle ) 96 providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 ( 600 mm circular ) 97 providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 ( 600 mm x 450 mm rectangular ) 98 planting of trees and their maintenance for one year : planting of trees by the road side ( avenue trees ) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard / sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year 99 road marking with hot applied thermoplastic compound with reflectorising glass beads on concrete surface : providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. 100 ( i ) providing and fixing logo of maintenance project : providing and fixing of typical informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 101 add 18% gst 102 add 1% labour cess 103 seigniorage fee 104 5 year maintenance cost 105 add 18% gst 106 add 1% labour cess 107 seigniorage fee 108 6 ) name of work:ushri rewa to saray ( bihta ) patr i pathin danapur block unde m / r ( 3054 ) 109 clearing and grubbing road landclearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification clause 201. 110 scarifying existing bituminous surfacescarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4. 111 excavation in soil using hydraulic excavatorand tippers with disposal upto 1000 mexcavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per technical specification clause 302.3 112 construction ofsubgrade & earthen shoulderconstruction 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. 113 granular sub base with well graded material ( table 400.1 ) ( by mix in place method ) for grading ii materialconstruction of granular sub baseby providingwell gradedmaterial ( crushed stone aggregates and local sand ) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with threewheel 80 100 kn static roller capacity to achieve thedesired density, complete as per technical specification clause 401 114 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 smoothwheel 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. 115 panel concrete pavementconstruction of un reinforcedplain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 m 30 grade coarse and fine aggregate maximum size of aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design , laid in approved fixed side formwork ( steel channel , laying and fixing of 125 micron thick plythene 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 continuous operation including provision of contraction and expansion , constrution joints , applying debonding strips , primer , sealant , dowel bars , near approaches to bridge / culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501. 116 brick solinglaying brick soling layer on prepared sub grade with brick on end edging according to lines, graded and cross section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with threewheel road roller 80 100 kn as per technical specification clause 412 117 reinforced cement concrete m15grade kilometre stone / local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703 118 ordinary kilometer stone ( precast ) 119 200 m stone ( precast ) 120 providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per bs:873 ( part 4 ) 1973. 121 supplying and installation of delineators ( road way indicators, hazard markers, object markers ) , 80 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to irc 79 and the drawings. 122 retro reflectorised traffic signsproviding and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 123 600 mm equilateral triangle 124 600 mm circular 125 600 mm x 450 mm rectangular 126 painting two coats on new concrete surfaceprinting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and technical specification clause 1701 127 printing new letters & figures of any shadeprinting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and technical specification clause 1701 ( ii ) english & roman 128 mmgsy sign boardproviding and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 129 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. 130 road marking with hot applied thermoplastic compound with reflectorising glass beads on cement concrete surfaceproviding and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. 131 guard stones / boundary stones / gaurdrails painting, guard stones, boundary stones and guardrail 132 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. ( c ) reinforced cement concrete 133 dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per technical specification clause 202. ( b ) cement mortar 134 earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. 135 providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203pcc m 15 136 providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203pcc m 20 137 providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 ( i ) rcc grade m 20 138 plain / reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 ans 1204pcc grade m 20 139 providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 ( ii ) rcc grade m 25 140 supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202 141 supplying, fitting, and placing hysd bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202 142 plastering with cement mortar ( 1:4 ) plastering with cement mortar ( 1:4 ) on brick work in sub structure as per technical specifications 143 providing weepholes in brick masonry / stone masonry, plain / reinforced concrete abutment, wing wall, return wall with 100 mm dia ac pipe extending through the full width of the structures with slope of 1 ( v ) :20 ( h ) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 144 providing bitumen painting over top surface of abutment cap & inner vertical surface of dirt wall including heating the bitumen & cost of painting brush etc. all complete. 145 providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per centbitumen by weight 146 fillling in foundation trenches as per drawing and technical specification clause 305.3.9 ( i ) sand filling 147 add 18% gst 148 add 1% labour cess 149 seigniorage fee 150 5 year maintenance cost 151 add 18% gst 152 add 1% labour cess 153 seigniorage fee...

Due Date : November 02, 2022

Tender Value : ₹ 4.67 Crore

View Tender
19
Rural Works Department - Bihar

34029931 maintenance repair n / 22 23 danapur / 10 mr n / 22 23 danapur / 10 1 khagaul dav school more to radhe radhe general store via chitra residency apartment upto main road and radhe radhe general store more to vijay singh yadav path 2 clearing and grubbing road landclearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification clause 201. 3 excavation in soil using hydraulic excavatorand tippers with disposal upto 1000 mexcavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per technical specification clause 302.3 4 construction ofsubgrade & earthen shoulderconstruction 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. 5 granular sub base with well graded material ( table 400.1 ) ( by mix in place method ) for grading i materialconstruction of granular sub baseby providingwell gradedmaterial ( crushed stone aggregates and local sand ) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with threewheel 80 100 kn static roller capacity to achieve thedesired density, complete as per technical specification clause 401 6 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 smoothwheel 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. 7 construction of dry lean cement concrete sub base over a prepared sub grade with coarse and find aggregates conforming to is:383, the size of coarse aggregate not exceeding 25mm, aggregate cement 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 / cum optimum moisture content to be determined during trial length construction, concrete strength not be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8 10 tonnes vibratory roller, finishing and curing. 8 cement concrete pavementconstruction of un reinforcedplain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 m 30 grade coarse and fine aggregate maximum size of aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design , laid in approved fixed side formwork ( steel channel , laying and fixing of 125 micron thick plythene 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 continuous operation including provision of contraction and expansion , constrution joints , applying debonding strips , primer , sealant , dowel bars , near approaches to bridge / culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501. 9 panel concrete pavementconstruction of un reinforcedplain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 m 30 grade coarse and fine aggregate maximum size of aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design , laid in approved fixed side formwork ( steel channel , laying and fixing of 125 micron thick plythene 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 continuous operation including provision of contraction and expansion , constrution joints , applying debonding strips , primer , sealant , dowel bars , near approaches to bridge / culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501. 10 brick solinglaying brick soling layer on prepared sub grade with brick on end edging according to lines, graded and cross section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with threewheel road roller 80 100 kn as per technical specification clause 412 11 reinforced cement concrete m15grade kilometre stone / local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703 12 ordinary kilometer stone ( precast ) 13 200 m stone ( precast ) 14 retro reflectorised traffic signsproviding and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 15 600 mm equilateral triangle 16 600 mm circular 17 painting two coats on new concrete surfaceprinting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and technical specification clause 1701 18 printing new letters & figures of any shadeprinting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and technical specification clause 1701 ( ii ) english & roman 19 mmgsy sign boardproviding and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 20 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. 21 road marking with hot applied thermoplastic compound with reflectorising glass beads on cement concrete surfaceproviding and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. 22 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. ( c ) reinforced cement concrete 23 dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per technical specification clause 202. ( b ) cement mortar 24 earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. 25 providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203pcc m 15 26 providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203pcc m 20 27 providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 ( i ) rcc grade m 25 28 plain / reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 ans 1204pcc grade m 20 29 providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 ( ii ) rcc grade m 25 30 supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202 31 supplying, fitting, and placing hysd bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202 32 providing weepholes in brick masonry / stone masonry, plain / reinforced concrete abutment, wing wall, return wall with 100 mm dia ac pipe extending through the full width of the structures with slope of 1 ( v ) :20 ( h ) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 33 providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry 34 600mm dia pipe 35 laying cement concrete pipe np3 ( burried conduits ) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets 36 providing bitumen painting over top surface of abutment cap & inner vertical surface of dirt wall including heating the bitumen & cost of painting brush etc. all complete. 37 providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per centbitumen by weight 38 fillling in foundation trenches as per drawing and technical specification clause 305.3.9 ( i ) sand filling...

Due Date : September 30, 2022

Tender Value : ₹ 2.20 Crore

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20
Rural Works Department - Bihar

32727857 tender for l059 madhuban bazar t09 to basaha ( vr31 ) 1 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 2 clearing and grubbing road land ( by manual means ) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth 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 3 excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per technical specification clause 302.3 ( including royality & labour cess ) . 4 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 100 m graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5 5 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 . ( a ) upto 100m 6 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 . ( a ) upto 1000m 7 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. 8 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 vibratory roller achieve the desired density, complete as per technical specification clause 401. 9 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel 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 2 as per technical specification clause 405. 10 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel 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. 11 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. 12 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. 13 providing, laying and rolling of open graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm ( type b ) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8 10 kn static roller and finishing to required level and grades as per technical specification clause 509 14 providing and laying seal coat type a sealing the voids in a bituminous surface using crri certified bituminous cold mix binderlaid to the specified levels, grade and cross fall as per irc : sp : 100 2014. 15 construction ofun reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 ( grade ) , coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity 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 continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, using curing compound ( where specified ) and water finishing to lines and grade as per drawingand technical 16 reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 17 i ) 5th km stone 18 providing and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 19 providing and fixing of typical pmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 20 providing and fixing of typical pmgsy citizan informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 21 providing and erecting direction and place identification retro reflectorised sign asper irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 2 mm thickwith areanot exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with m 15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and technical specification clause 1701 22 providing and fixing of semireflective cautionary , mandatory and informatory sign board as per irc :67 made of 1.5 mm thick ms steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figureswith reflective tape engineering grade as per clause 1701.3.9 of mord for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean ofproperly designed foundation with m15 grade cement concrete 450x450x600 mm , 600mm below ground level as per approved drawing clause 1701.2.2. 23 providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road ( new construction ) , extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of rcc pipe as per irc:981997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per irc: 98 1997 and approved drawings. 24 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. 25 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 . 26 earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 27 plain cement concrete m10 ( 1:3:6 nominal mix ) in levelling course below open foundation of head wall as per drawing & technicalspecifications clause 28 providing m15 ( pcc 1:2.5:5 ) as levelling course in foundation : providing pcc m 15 ( 1:2.5:5 ) concrete for plain concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 29 plain / reinforced cement concrete ( m 20 ) in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 ans 1204 30 supplying, fitting and placing hsyd / tmt bar reinforcement in superstructure complete as per drawings and technical specifications clauses 1002, 1010 and 1202 31 plain / reinforced cement concrete ( m 25 ) in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 ans 1204 32 providingweep holes in abutement : providing weepholes in brick masonary , plain / reinforced concrete abutement , wing wall , return wall with 100 mm dia ac pipe extending through the full width of the structure with slope of 1v: 20h towards drawing 33 drainage spouts complete as per drawing and technical specification clause 305..3....

Due Date : June 24, 2022

Tender Value : ₹ 1.28 Crore

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21
Rural Works Department - Bihar

29777112 clearing and grubbing road land ( by manual means ) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth 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...

Due Date : November 09, 2021

Tender Value : ₹ 4.27 Crore

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23
Rail Wheel Plant - Bihar

27519367 supply of uprooting of bushes, tree / shrub and grass from the root level in 132 / 11 kv switch yard for 03 years at rwp, bela, dist.: saran ( bihar ) .uprooting of bushes, tree / shrub and grass from the root level in 132 / 11 kv switch yard for 03 years at rwp, bela, dist.: saran ( bihar ) ., ...

Due Date : May 04, 2021

Tender Value : ₹ 4.87 Lakhs

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24
Rural Works Department - Bihar

27319424 tender for 1 dumra agrer to samardiha clearing and grubbing road land ( by manual means ) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth of girth upto 300mm, removals of stumps of such trees cut 2 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 3 granular sub base with well graded material ( grade 2 ) : construction of granular subbase by providing well graded material, spreading in uniform layers with motor grader on 4 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 5 water bound macadam gr iii : providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification 6 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 7 providing, laying and rolling of close graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm ( type a ) or 13.2 mm to 0.9 mm ( type b ) aggregates using penetration grade bitumen 8 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 9 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, 10 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 11 kilometre stone 12 i ) 5th km stone 13 ii ) km stone 14 iii ) 200 m stone 15 retro reflectorised traffic signsproviding and erecting direction and place identification retro reflectorised sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 16 600 mm equilateral & triangle 17 600 mm circular 18 600 mm x 450 mm rectangular 19 900 mm side octagon 20 reinforced cement concrete m15 grade boundary pillars / local stone of standard design as per irc:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical 21 printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and technical specification clause 1701 22 planting of trees by the road side ( avenue trees ) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard / sludge manure, planting the saplings, backfilling the trench, watering, 23 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per 24 at edge for bt portion 25 pedestrian crossing ( 2 m in length and providing at 50 cm apart ) 26 providing and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m 27 cross drainage works / protection / repair 28 earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 29 providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 pcc m 15 grade 30 providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 pcc m 20 grade 31 painting on parapet wall ( black & white strips ) painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing 32 providing and laying rcc pipe np 3 for culverts on first class bedding of pcc m10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling 33 plastering with cement mortar ( 1:4 ) on brick work in sub structure as per technical specifications 34 brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications clauses 600, 900 and 1208.4 35 12 % gst 36 1% labour cess 37 seigniorage cost 38 5 year maintenance cost 39 12 % gst 40 1% labour cess 41 seigniorage cost...

Due Date : March 19, 2021

Tender Value : ₹ 1.30 Crore

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25
Rural Works Department - Bihar

24864149 tender for civil work road work tender package no . mmgsy wb 20 forbesganj 01 ( raniganj supaul path to resham lal chowk sharma tola mojha , pmgsy bistoriya jagta road to islampur palar tola ) in araria district , road name raniganj supaul path to resham lal chowk sharma tola mojha 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 , 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 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 ) . , excavation for roadwork in soil with hydraulic excavator of 0 . 9 cum bucket capacity including cutting and loading in tippers , trimming bottom and side slopes , in accordance with requirements of lines , grades and cross sections , and transporting to the embankment location with a lift upto 1 . 5 m and lead upto 1000 m as per technical specification clause 302 . 3 ( including royality & labour cess ) . , loosening , levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment scarified to a depth of 150mm , mixed with water at omc and compacted by rolling so as to achieve minimum dry density as given in table 300 . 1 and 300 . 2 for embankment construction as per technical specification clause 301 . 4 . 1 , 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 ) . ( i ) for 1000 m lead , ( ii ) for 100 m lead , 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 . i ) earthen shoulder , 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 . , 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 , laying and rolling of close graded premix surfacing material of 20 mm thickness composed of 13 . 2 mm to 0 . 9 mm ( type b ) aggregates using penetration grade bitumen to required line , grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant , laying and rolling with a three wheel 8 10 kn static roller and finishing to required level and grades as per technical specification clause 509 , 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 , applying debonding strips , primer , sealant , dowel bars , near approaches to bridge/ culvert and construction joints , admixture as approved , curing of concrete slabs for 14 days . curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501 . pcc grade m 30 eachpanel ( 0 . 50x0 . 50 ) thickness 100 mm . , laying brick soling layer on prepared sub grade with brick on end edging according to lines , graded and cross section shown on the drawing filling joints with sand and earth , spreading 25 mm thick layer of earth over brick soling , watering and rolliing the same with three wheel road roller 80 100 kn as per technical specification clause 412 , supply and poviding np 3 300 mm dia hume pipe across carriageway in open areas . , reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703 . i ) km stone , ii ) 200 m stone , providing and fixing of retro reflectorised cautionary , mandatory and informatory sign as per irc :67 made of high intensity grade sheeting vide clause 801 . 3 , fixed over aluminium sheeting , 1 . 5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 cm x 45 cm x 60 cm , 60 cm below ground level as per approved drawing . i ) 600 mm equilateral & triangle , ii ) 600 mm circular , , iii ) 800 mm x 600 mm rectangular , , iv ) 600 mm x 450 mm rectangular , , providing and laying of hot applied thermoplastic compound 2 . 5 mm thick including reflectorising glass beads @ 250 gms per sqm area , thickness of 2 . 5 mm is exclusive of surface applied glass beads as per irc:35 . the finished surface to be level , uniform and free from streaks and holes . road marking on bt , road marking on cc , zebra crossing , reinforced cement concrete m15 grade boundary pillars/local stone of standard design as per irc:25 , fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704 , planting of trees by the road side ( avenue trees ) in 0 . 60 m dia holes , 1 m deep dug in the ground , mixing the soil w...

Due Date : August 25, 2020

Tender Value : ₹ 8.28 Crore

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27
Eastern Railways - Bihar

24451845 supply of , mechanized shrub cutter machine four stroke petrol engine hp 1.5 with 1) grass cutter blade iron 02nos. 2) grass cutter gloves plastic 02nos. 3) plastic ribbon(rope) bundle 100 mtrs each 02 nos. make honda or similar....

Due Date : June 08, 2020

Tender Value : ₹ Ref. Documents

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28
Military Engineer Services - Bihar

24411178 outsourcing for conservancy and house keeping services for mes offices and installations under ge gaya , outsourcing of services for conservancy and house keeping services for daftry for doing day to day office related works by deploying 01 no ( semi skilled trades men ) in ge gaya , in one shift of 08 hours i . e . from 08 : 30 to 17: 00 hrs per day on all working days ( except sunday and holidays ) including half hour lunch break complete all as specified and directed . note : ( i ) the contractor shall employ the daftry having minimum educational qualification at least 10 th passed and should be capable to read and write english and hindi and well disciplined as applicable for office work . , outsourcing services for conservancy and house keeping services of gardener for doing day to day maintenance and upkeep of garden at office complexes of main office of ge gaya and mes e/ m and b/r installations , bso yard , sub div office complex by deploying 01 no mali / gardner including providing requisite tools , plants , equipments , safety gears etc as required for working in 01 shift of 08 hours i . e . from 08 : 30 to 17: 00 hrs per day on all working days ( except sunday and holidays ) including half hour lunch break complete all as specified and directed . note : ( i ) the contractor shall employ the gardener having 5 years experience in gardening . the working hrs of staff working in each area will be decided and directed by department as per duty roster . . , outsourcing services for conservancy and house keeping services for doing day to day cleaning works in main office of ge gaya , bso yard , mes e/ m and b/r installations , b/r and e/m sub div office including providing requisite cleaning , sweeping and cleaning of mes assets like office buildings incld office premises and surrounding areas , cutting , trimming of shrubs and tree branches , cleaning of toilets / wash rooms using necessary liquid toilet cleaner etc , connected roads , drain and nallah , open space around office area , toilets , store room and garrages complete in all weather / climate conditions in entire area by deploying 05 nos safai wala including providing requisite tools , plants , equipments , safety gears etc as required for working in 01 shift of 08 hours i . e . from 08 : 30 to 17: 00 hrs per day on all working days ( except sunday and holidays ) including half hour lunch break complete all as specified and directed . note : ( i ) the nos of staff working in each area will be decided and directed by the engineer in charge . ( ii ) contractor shall provide all necessary t&p for records includings dress , shoes , cleaning solutions , mop set , ladder and cloths for cleaning internal area of office area etc as approved by ge . ( iii ) all necessary tools/saftey items/brooms sweep/mask/hand gloves and other related items with safai works will be provided by the contractor . ...

Due Date : June 26, 2020

Tender Value : ₹ 10.25 Lakhs

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29
Rural Works Department - Bihar

24127485 tender for road work mrl01 dhobikalapur to nawhi via tiskhora , mahamadpur name of work: br26p2r13 sl.no. item description item code / make quantity units 1 1 road name mrl01 dhobikalapur to nawhi via tiskhora, mahamadpur. nsetting out as mord specification 100 item nos ( i ) , ( ii ) , ( iii ) & ( iv ) nconstruction of reference & working benchmarks 5 nos 2 2 construction of reference pillars / burjees 21 nos 3 3 clearing and grubbing road land nclearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification clause 201. nby manual means nin area of non thorny jungle 1.82 hect. 4 4 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 technical specification clause 202. na ) dismantling of dry brick pitching or brick soling 131.33 cum 5 5 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. 12.6 cum 6 6 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 .a ) upto 600 mm dia 22.5 m 7 7 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 . for 1000 m lead @ 30 % 3463.72 cum 8 8 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 . for 100 m lead @ 70 % 8082.01 cum 9 9 construction of subgrade nconstruction 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. n construction of subgrade 1465.31 cum 10 10 granular sub base with well graded material ( table 400.1 ) nconstruction of granular sub base by providing well graded material ( crushed stone aggregates and sand ) , 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 three wheel 80 100 kn static roller capacity to achieve the desired density, complete as per technical specification clause 401. grading i material. 78.15 cum 11 11 wbm grading 3 nproviding, 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. n ( a ) by manual means 87.92 cum 12 12 prime coat ( low porosity ) nproviding 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 1172.25 sqm 13 13 tack coat nproviding 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. 39075 sqm 14 14 bituminous macadam 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 a previously 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. 976.88 cum 15 15 semi dense bituminous concrete nproviding 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. 488.44 cum 16 16 kilometre stone nreinforced cement concrete m15 grade kilometre stone / local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703 n 1 each 17 17 kilometre stone nreinforced cement concrete m15 grade kilometre stone / local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703 ordinary kilometer stone ( precast ) 5 each 18 18 kilometre stone nreinforced cement concrete m15 grade kilometre stone / local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703 200 m stone ( precast ) 21 each 19 19 mmgsy sign board nproviding and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges. the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube. all m.s. will be stove enameled on both sides. lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 3 each 20 20 retro reflectorised traffic signs nproviding and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification clause 801 600 mm equilateral & triangle. 6 each 21 21 retro reflectorised traffic signs nproviding and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification clause 801 600 mm side circle. 6 each 22 22 retro reflectorised traffic signs nproviding and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification clause 801 800 mm x 600 mm rectangular 2 each 23 23 retro reflectorised traffic signs nproviding and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification clause 801 600 mm x 450 mm rectangular 4 each 24 24 boundary pillar nreinforced cement concrete m15 grade boundary pillars / local stone of standard design as per irc:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704 52 each 25 25 cable duct across the road providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road ( new construction ) , extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of rcc pipe as per irc:98 1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per irc: 98 1997 and approved drawings. 20 mt 26 26 planting of trees and their maintenance for one year nplanting of trees by the road side ( avenue trees ) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard / sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year 45.5 nos 27 27 road marking with hot applied thermoplastic compound with reflectorising glass beads on bituminous surface & cement concrete pavement providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. 1042 sqm 28 28 earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. 125.16 cum 29 29 type b ( first class ) beddinglaying ( first class ) bedding on well compacted local sand, approved material. 14.94 cum 30 30 providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 npcc m 15 11.37 cum 31 31 head wall in brick masonry work in cement mortar ( 1:4 ) in substructure complete excepting pointing and plastering, as per drawing and technical specification clauses 602, 603, 604, 1202 & 1204 151.49 cum 32 32 providing and laying rcc pipe np3 ( 600 mm dia ) providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granular material including fixing collar with cement mortor 1:2 but excluding excavation , protection works , backfilling , concrete and masonary works in head walls and parapets clauses 1106 15 mt 33 33 providing and laying rcc pipe np3 ( 1x1000 mm dia ) providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granular material including fixing collar with cement mortor 1:2 but excluding excavation , protection works , backfilling , concrete and masonary works in head walls and parapets clauses 1106 22.5 mt 34 34 plastering with cm 1:4plastering with cm 1:415mm thick on brickwork in substructureas per technical specification clause 613.4 & 1204 434.33 sqm 35 35 painting on concrete / steel surfaces with epox painting two coats including prime coat with epoxy paint of approved brand on concrete / steel surfaces after through cleaning of surface to give an even shade as per drawing and technical specification clause 1701 434.33 sqm 36 36 earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. i ) upto 3 m depth 281.06 cum 37 37 pcc grade m15 : providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 35.13 cum 38 38 providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 ( pcc m 20 ) 177.06 cum 39 39 plain / reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( pcc m20 ) 111.28 cum 40 40 providing weepholes in brick masonry / stone masonry, plain / reinforced concrete abutment, wing wall, return wall with 100 mm dia ac pipe extending through the full width of the structures with slope of 1 ( v ) :20 ( h ) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 72 nos 41 41 ( rcc grade m 20 ) plain / reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 ans 1204 11.23 cum 42 42 supplying, fitting and placing hysd bar reinforcement ( fe 415 ) in substructrue complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202 0.2 ton 43 43 backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8 na ) with local sand 198 cum 44 44 providing and laying filter material with local sand as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8 79.2 cum 45 45 providing pcc m 20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification clauses 615, 710 and 1204.3.11 30 mt 46 46 r.c.c. m25 providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 16.7 cum 47 47 supplying, fitting, and placing hysd bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202 1.82 ton 48 48 providing and filling joint sealing compound as per drawing and technical specification with coarse sand and 6 % bitumen by weight 45 mt 49 49 12 % gst and 1 % labour cess on construction cost 1 rs. 50 50 1st year maintenance cost 1 year 51 51 2nd year maintenance cost 1 year 52 52 3rd year maintenance cost 1 year 53 53 4th year maintenance cost 1 year 54 54 5th year maintenance cost 1 year 55 55 12 % gst and 1 % labour cess on maintenance cost 1 rs. 56 56 seigniorage fee 1 rs....

Due Date : May 12, 2020

Tender Value : ₹ 2.52 Crore

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30
Rural Works Department - Bihar

24127476 tender for road work l025 maner to haldi chapra 1 road name maner to haldi chhapra. nsetting out as mord specification 100 item nos ( i ) , ( ii ) , ( iii ) & ( iv ) nconstruction of reference & working benchmarks 2 construction of reference pillars / burjees 3 clearing and grubbing road land nclearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification clause 201. nby manual means nin area of non thorny jungle 4 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 . for 1000 m lead @ 30 % 5 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 . for 100 m lead @ 70 % 6 construction of subgrade nconstruction 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. n construction of subgrade 7 granular sub base with well graded material ( table 400.1 ) nconstruction of granular sub base by providing well graded material ( crushed stone aggregates and sand ) , 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 three wheel 80 100 kn static roller capacity to achieve the desired density, complete as per technical specification clause 401. grading i material. 8 wbm grading 3 nproviding, 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. n ( a ) by manual means 9 prime coat ( low porosity ) nproviding 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 10 tack coat nproviding 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. 11 bituminous macadam 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 a previously 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 12 semi dense bituminous concrete nproviding 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. 13 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, applying debonding strips , primer , sealant , dowel bars, near approaches to bridge / culvert and construction joints, admixture as approved , curing of concrete slabs for 14 days. curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501. pcc grade m 30 eachpanel ( 0.50x0.50 ) thickness 100 mm 14 hard shouldering nlaying brick soling layer on prepared sub grade with brick on end edging according to lines, graded and cross section shown on the drawing filling joints with sand and earth, spreading 25mm thick layer of earth over brick soling, watering and rolling the same with three wheel road roller 80 100 kn as per technical specification clause 412. 15 kilometre stone nreinforced cement concrete m15 grade kilometre stone / local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703 n 16 kilometre stone nreinforced cement concrete m15 grade kilometre stone / local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703 n ordinary kilometer stone ( precast ) 17 kilometre stone nreinforced cement concrete m15 grade kilometre stone / local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703 n 200 m stone ( precast ) 18 mmgsy sign board nproviding and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges. the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube. all m.s. will be stove enameled on both sides. lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 19 retro reflectorised traffic signs nproviding and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification clause 801 600 mm equilateral & triangle. 20 retro reflectorised traffic signs nproviding and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification clause 801 600 mm side circle. 21 retro reflectorised traffic signs nproviding and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification clause 801 800 mm x 600 mm rectangular 22 retro reflectorised traffic signs nproviding and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification clause 801 900 mm side octagonal 23 retro reflectorised traffic signs nproviding and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification clause 801 600 mm x 450 mm rectangular 24 boundary pillar nreinforced cement concrete m15 grade boundary pillars / local stone of standard design as per irc:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704 25 planting of trees and their maintenance for one year nplanting of trees by the road side ( avenue trees ) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard / sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year 26 road marking with hot applied thermoplastic compound with reflectorising glass beads on bituminous surface & cement concrete pavement providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. 27 earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. 28 type b ( first class ) beddinglaying ( first class ) bedding on well compacted local sand, approved material. 29 providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 npcc m 15 30 head wall in brick masonry work in cement mortar ( 1:4 ) in substructure complete excepting pointing and plastering, as per drawing and technical specification clauses 602, 603, 604, 1202 & 1204 31 providing and laying rcc pipe np3 ( 1x1000 mm dia ) providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granular material including fixing collar with cement mortor 1:2 but excluding excavation , protection works , backfilling , concrete and masonary works in head walls and parapets clauses 1106 32 plastering with cm 1:4plastering with cm 1:415mm thick on brickwork in substructureas per technical specification clause 613.4 & 1204 33 painting on concrete / steel surfaces with epox painting two coats including prime coat with epoxy paint of approved brand on concrete / steel surfaces after through cleaning of surface to give an even shade as per drawing and technical specification clause 1701 34 earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. i ) upto 3 m depth 35 pcc grade m15 : providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 36 providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 ( pcc m 20 ) 37 supplying, fitting and placing hysd bar reinforcement ( fe 415 ) in complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202 38 12 % gst and 1 % labour cess on construction cost 39 1st year maintenance cost 40 2nd year maintenance cost 41 3rd year maintenance cost 42 4th year maintenance cost 43 5th year maintenance cost 44 12 % gst and 1 % labour cess on maintenance cost 45 seigniorage fee....

Due Date : May 12, 2020

Tender Value : ₹ 2.89 Crore

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32
Reserve Bank Of India - Bihar

23295650 earthwork in excavation in any kind of soil by mechanical means / manual means in foundation trenches or drains ( not exceeding 1.5m in width or 10sqm on plan ) including removing shrubs, dismantling r.c.c, p.c.c etc. the work shall include refilling available excavated earth in trenches, plinth, sides of foundations etc. in layers not exceeding 200mm in depth, consolidating each deposited layer by ramming, watering and disposal of surplus excavated earth material etc. away from the bank?s premises. the work shall also include supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing etc. all complete as directed by bank?s engineer. 2 foundation base work 3 pcc in foundation 4 plinth protection work at gl 5 concreting work for rcc structure ( foundation to super structure ) : 6 reinforcement for rcc work 7 brick work 8 plaster work rough side 9 plaster & putty work 10 plaster to ceiling 11 provision of ms frame with grill for door & windows 12 ms work for miscellaneous builtup structure 13 provision of railing 14 wooden frame 15 flush door 16 provision of glazed door shutter & window shutters 17 hook 18 kota stone flooring 19 kota stone riser 20 roof tiles 21 putty work 22 primer work 23 exterior paint work...

Due Date : February 07, 2020

Tender Value : ₹ Ref. Documents

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33
Eastern Railways - Bihar

23163742 supply of procurement of mechanized shrub cutter machine., machanized shrub cutter machine moc four stroke petrol engine.hp 1.5 with grass cutting blade iron 2 nos.grass cutting gloves plastic 02 nos.plastic ribbon (rope)bundel 100 mtrs each 02 nos,make honda or similar....

Due Date : January 14, 2020

Tender Value : ₹ Ref. Documents

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34
Eastern Railways - Bihar

22949131 supply of mechanised shrub/ grass cutter machinemoc four stroke engine h.p. 1.5 with grass cutter iron 02 nos, grass cutter gloves plastic 02 nos, ribbon (rope) bundle 100 mtrs each 02 nos, make honda or similar., mechanised shrub/ grass cutter machinemoc four stroke engine h.p. 1.5 with grass cutter iron 02 nos, grass cutter gloves plastic 02 nos, ribbon (rope) bundle 100 mtrs each 02 nos, make honda or similar....

Due Date : January 09, 2020

Tender Value : ₹ Ref. Documents

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35
Eastern Railways - Bihar

22698678 supply of procurement of mechanized shrub cutter machine:, mechanized shrub cutter machine: i)four stroke petrol engine h.p 1.5 01 nos ii)grass cutter iron 02 nos iii)grass centre gloves plastic 03 nos iv)plastic ribbon (rope) bundle 100 metre each 02 nos, make: honda or similar. one set consisting of sl i to iv...

Due Date : December 06, 2019

Tender Value : ₹ Ref. Documents

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36
Bharatiya Rail Bijlee Company Limited - Bihar

21838870 plantation inside plant premises at brbcl nabinagar tpp ( 4x250mw ), plantation inside plant non schedule , digging holes in ordinary soil , planting of trees , shrubs and hedge , complete maintenance of trees , supply of afforestation saplings...

Due Date : September 28, 2019

Tender Value : ₹ Ref. Documents

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38
Eastern Railways - Bihar

20406335 supply of mechanised shrub / grass cutter machinemoc four stroke engine h.p. 1.5 with grass cutter iron 02 nitem list : ( 1 ) mechanised shrub / grass cutter machinemoc four stroke engine h.p. 1.5 with grass cutter iron 02 nos, grass cutter gloves plastic 02 nos, ribbon ( rope ) bundle 100 mtrs each 02 nos, make honda or similar....

Due Date : June 28, 2019

Tender Value : ₹ Ref. Documents

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39
Central Public Works Department - Bihar

20216970 tender for maintenance of horticulture work at cbi office , patna during 2019 20 sh maintenance of garden trees, shrubs, hedges and potted plants....

Due Date : May 14, 2019

Tender Value : ₹ Ref. Documents

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42
Indian Railway - Bihar

18048948 tender for mechanized shrub cutter machine four stroke petrol engine hp 1.5 with,i) grass cutter blade iron 2 nos. ii) grass cutter gloves plastic 02 nos. iii) plasticribbon ( rope) bundle 100 mtrs each 02 nos., make honda or similar...

Due Date : November 06, 2018

Tender Value : ₹ Ref. Documents

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43
Pradhan Mantri Gram Sadak Yojana - Bihar

17844605 tender for nh139 bijauli more to kunda simara road via bijauli chandauli basdiha pipara clearing and grubbing road land ( by manual i means ) including uprooting wild vegetation. _______ grass, bushes, shrubs, saplings and trees of scrarifying existing bituminous surfaee to a 2 depth of 150 mm and disposal disposal of scrarified materials with a lift upto 3m and construction of embankment with material 3 obtained from borrow uit. with a lift uoto 1.5 ________ m. transporting to the site spreading, grading granular sub base with coarse graded 4 material ( table: 400— 2 ) : construction of _......._ granular sub base by providing coarse graded wbm grading 3 ( by manual means ) : providing, 5 laying, spreading and compacting stone aggregates of specific sizes to water bound prime coat ( low porosity ) : providing and applying 6 primer coat with bitumen emulsion ( ss i ) on prepared surface of granular base including tack coat: providing and applying tack coat with 7 bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on, mix seal surface ( type b ) bituminous ( s 90 ) : 8 providing, laying and rolling of close graded premix surfacing material of 20 mm thickness cement concrete pavement: construction of un9 reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, reinforced cement concrete m15 grade kilometre 10 local stone of standard design asper irc:8 fixing in ___________ posltion including palnting and printing , ete as 11 ii ) km stone 12 i2mston1 ( providing and fixing of ketro refiectorised? 13 cautionary , mandatory and informatory sign board as per irc :67 made of 1.5 mm thick ms...

Due Date : October 25, 2018

Tender Value : ₹ 6.79 Crore

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44
Nalanda Open University - Bihar

17764519 tender for horticulture works for east part of proposed campus for nalanda university consisting of coir geotextile application, vetiver grassing, tree plantation in campus as well as along roads, shrub plantation along roads, automated drip based irrigation system supply and installation, maintenance of plantation for period of 5 (five) years at permanent campus of nalanda university, phase 1, rajgir, bihar 1...

Due Date : October 23, 2018

Tender Value : ₹ Ref. Documents

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45
Indian Railway - Bihar

17407936 tender for machanized shrub cutter machine moc four stroke petrol engine h.p. 1.5with grass cutting blade iron 2 nos. grass cutting gloves plastic 02 nos. plasticribbon (rope) bundel 100 mtrs each 02 nos., make honda or similar...

Due Date : September 18, 2018

Tender Value : ₹ Ref. Documents

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46
Bihar State Building Construction Corporation Limited - Bihar

17310730 re construction of anjuman islamiya hall , plants and other work are caceae palm trees chamaerops dwarf p&m supply of shrub boxwood shrubs supply of paspalum/dood grass supply of landscape tile grey colour matt finish state tile bidge colour matt finish state tile supply and stacking sweet earth including royalty and carriage supply & fixing of plastic 1/2 male tread nozzle spray sprinkle system supply &fixing of street uight with reinforcing concrete base. supply of sintex plastic rectangular type dustbin supply of finolex dripper system automatic water controller kit...

Due Date : September 15, 2018

Tender Value : ₹ Ref. Documents

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47
Government Medical College Hospital - Bihar

16635940 supply of machine equipment , raw and wood drugs , shrubs , laboratory chemicals , surgical item , allopathic medicines , unani drugs , steel and wooden furniture , dietary / food , stationery , glass and plastic items, electrical items and equipment , sports items , etc...

Due Date : August 02, 2018

Tender Value : ₹ Ref. Documents

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50
Northest Frontier Railway - Bihar

13274055 tender for earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, rain bunds if provided, platforms etc. with earth excavated from outside railway boundary entirely arranged by the contractor at his own cost as per rdsos latest guidelines and specifications and special condition of contract including all leads, royalty, lifts, ascents, descents, crossing of nallahs or any other obstructions. the rates shall include all dressing of bank to final profile, demarcation and setting out of profile, site clearance, removing of shrubs, roots of vegetations growth, heavy grass, benching of existing slope of old bank, all handling / re handling. taxes, octroi and royalty etc....

Due Date : September 06, 2017

Tender Value : ₹ 1.26 Crore

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