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...

All India Institute Of Medical Sciences - Bihar

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Urban Development And Housing Department - Bihar

33031602 bids are invited for tractor with trailer , tractor with loader , backhoe loader , mini crawler excavator , truck tipper with hydraulic auto extension if any seller submits price in last 15 minutes, the rawill be auto extended by 15 minutes. ( a maximum of335 times ) total quantity : 21...

Water Resources Department - Bihar

32997099 tender for procurement of working and well conditioned (05) five nos. poclain (excavator) (long boom 15m) on the hire charge basis for the period from date of agreement to till 15.10.2022 for desiltation & jalkumbhi removal of badsahi nala (2 nos poclain), pahari nala (1 nos poclain), khanua nala(1 nos poclain) & parsabarmutta nala (1 nos poclain) under punpun flood protection division, patna city. the service provider will have to be ready all the time at the site with machine operator, khalasi and fuel etc....

Flood Protection Division - Bihar

32827226 tender for provide of poclain excavator long boom 15m , badsahi nala 02 nos poclain (long boom 15m) , pahari nala 01 nos poclain (long boom lsm) , khanua nala 01 nos poclain (long boom 15m) , parsabarmutta nala 01 nos poclain (long boom 15m)....

Water Resources Department - Bihar

32779233 tender for procuremnet of writing end well conditioned one nos excavator (boom 7.5m) on the three charge basis for the period from agreement date to end of flood period 2022 for desiltation pahari nala under punpun flood protection, division patnacity....

Water Resources Department - Bihar

32749628 procurement of writing end well conditioned one nos excavator(boom 7.5 m) on the three charge basis for the period from agreemented date to end of flood period 2022 for desiliatation pahari nala under punpun flood protection...

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....

Water Resources Department - Bihar

32672382 quotation is invited from the service provider for the procurement of working and well maintained excavator cum loader on the hire charge basis for the period from 1st july 2022 to 31 october 2022...

Water Resources Department - Bihar

32627498 tender for service provider for the procurement of working and well maintained crowler mounted hydraulic excavator on the hire charge basis...

Water Resources Department - Bihar

32627258 tender for service provider for the procurement of working and well maintained excavator cum loader on the hire charge basis...

Water Resources Department - Bihar

32403965 tender for the service provider for the procurement of working and well conditioned (02) two nos. poclain (excavator) (long boom 15m) on the hire charge basis for the period from 15 june’ 2022 to 15 oct’ 2022 for desittatlon & jalkumbhl removal of pahari nala under punpun flood protection division, patna city....