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...

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....

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...

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 ) ., ...

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...

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...

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....

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 . ...

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....

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....

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...

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....

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....

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...

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...

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....

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....

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...

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...

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...

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...

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...

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...

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....

East Central Railway - Bihar

10809209 mechanized shrub cutter machine of 1 four stroke petrol engine hp 1.5, qty. 01 no. 2 grass cutter iron, qty. 02 nos. 3 grass cutter glovers plastic, qty. 02 nos. 4 plastic ribbon rope bundle 100 mtrs. each 02 nos. one set consisting 01 to 04 make : honda or similar....

Nagar Palika Parishad - Bihar

10804700 landscaping and horticulture: supply and plantaon of plants, tree shrubs & grass in rajendr’ sarovar...

East Central Railway - Bihar

10394410 machanized shrub cutter machine of 1 four stroke petrol engine hp 1.5, qty. 01 no. 2 grass cutter iron, qty. 02 nos. 3 grass cutter glover plastic, qty. 02 nos. 4 plastic ribbon rope bundle 100 mtrs. each 02 nos. one set consisting 01 to 04 make : honda or similar....

Air Force Station - Bihar

9335148 te4nder for auction of right for cutting and removal of grass shrubs and wild growth for financial year 2016 17 at...

Central Coalfields Limited - Bihar

7417222 removal of dry leaves, shrubs and wastes etc. from the road & other surfaces & stacking the same to a suitable place and house keeping & maintenance of offices & toilets at dhc,ccl,ranchi...

Airports Authority Of India - Bihar

6146873 annual repair & maintenance of for civil work at gaya airport during 2014 15 (sh: clearing/ cutting of grass, shrub and bush etc. in operational area)....

Central Public Works Department - Bihar

5883095 development of horticulture works at nit patna sh grassing and plantation of trees shrubs hedges and ground covers at the directors bunglow and north and west side of play ground...

Central Public Works Department - Bihar

5874912 development of horticulture works at nit, sh: grassing and plantation of trees, shrubs, hedges and ground covers at the director’s bunglow and north and west side of play ground....

Air Force Station - Bihar

5831540 auction of rights for cutting and removal of grass, shrubs and wild growth for financial year 2014 15 at air force station purnia (bihar)....

Air Force Station - Bihar

5276356 auction for cutting and removal of grass, usufructs, shrubs and wild growth from domestic and technical area expect airfield area. ...

Central Bank Of India - Bihar

4642589 providing earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item no. a) and disposal of excavated earth as obtained to a distance up to 50 mtr. including all lifts. leveling ramming the foundation trenches, removing roots of trees, shrubs a...

Air Force Station - Bihar

4142033 cutting and removal of grassdusuf ruvts shrub willd growth from domestic and technicalarea ...

Building Division - Bihar

3543262 supply of items for boring and water supply works – boring by reverse type rotary machine, equipments – supplying pvc pipes, strainer and jointing materials including all taxes), 100mm dia.meter casing pipe, supply and fixing of pvc fittings, m.s. clamps with nut bolts, supplying miscellaneous items such as urea, cow dung’s, etc.) for development of tube well including transportation and other cost of complete, earth work in excavation digging pits) for storage of water required for making the bore holes as mentioned above and disposal of excavated earth, including all lifts, removing roots of trees, shrubs, lowering the complete assembly of pipes, strainer and other allied fittings, supplying pea gravels, development of tube wells by air compressor for minimum period of 12 hours or till the fresh water, supply, installation and commissioning of submersible pump and motor set capable to deliver at 100 liter per minute fresh water at a total head of 40.00 meter of approved make, supplying, installing control panel, consisting starter, volt meter, ampere meter, volt meter, supply, fixing and fitting of 1.5 square milli meter submersible cable of finolex /emgee or equivalent, supply, fixing and fitting of 1.5 inches diameter pvc column pipe, ms clamps with nut bolts, gun metal valve. ...

Building Construction Department - Bihar

3130476 supply of items for boring and water supply work, boring by reverse type rotary machine, form g.l. to 103.00 meter, equipments supplying of pvc pipes, strainer and jointing materials, casing pipe, pvc fittings, supply and fixing of ms clamps fitting with nut bolts, miscellaneous items such as urea, cow dung etc.) for development of tube well, earth work in excavation for storage of water required for making the bore holes including all lifts, removing roots of trees, shrubs all completes, lowering the complete assembly of pipes, supplying pea gravels of approved quality, development of tube wells by air compressor, supply, installation and commissioning of submersible pump and motor, panel consisting starter, volt meter, ampere meter, over load relay, off/on switch all enclosed in m.s. sheet box of approved make, supply, fixing and fitting of milli meter submersible cable, pvc column pipe, ms clamps, gun metal gate valve fitting....

Airports Authority Of India - Bihar

2645073 annual repair maintenance of of civil work at gaya airport year 2011 and 2012 clearing grass shrub and woods etc in operational area...