wedge Tenders in Bihar

1
Rural Works Department - Bihar

46606828 tender for mmgsy ndb brrp 491 motihari 1 bichla tola se ajgarwa sahani tola 2 providing & fixing of working benchmark pillars 01 nos. per km& 04 nos. of reference pillars required for 1 km. as per drawings given and direction of e/i (working benchmark pillars) 3 reference pillars 4 clearing and grubbing road land (by manual means)including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i 5 dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum involume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m,stacking serviceable and unserviceable materials separately 6 excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per technical specification clause 302.3 7 construction of embankment with material obtained from borrow pits with a lift upto 1.5 m, transporting to the site spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per technical specification clause 301.5 . (1000m lead) 8 100 m lead 9 construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m & 100 m as per technical specification clause 303.1. 10 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. 11 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. 12 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. 13 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. 14 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 15 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. 16 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. 17 construction ofun reinforced,plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant,near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days,using curing compound (where specified) and water finishing to lines and grade as per drawingand technicalspecification clause 1501 18 ii) km stone 19 iii) 200 m stone 20 providing and fixing of retro reflective cautionary , mandatory and informatory sign board as per irc :67 made of 1.5 mm thick ms steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figureswith reflective tape engineering grade as per clause 1701.3.9 of mord for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean ofproperly designed foundation with m15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2. (600 mm circular, (speed limit) 21 900 mm equilateral & triangle, (left, right curve) 22 600 mm x 450 mm rectangular, (school & place) 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 irc:35 .the finished surface to be level, uniform and free from streaks and holes. 24 provision of 15 nos rumble strips covered with premix bituminous carpet, 15 20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint. i) bituminous carpet 25 ii) road marking paint. 26 planting of trees by the road side (avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings,backfilling the trench, watering, fixing the tree guard andmaintaining the plants for one year 27 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. 28 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 29 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 30 earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 31 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 32 providing pcc m 20 (1:2:4) concrete for plain concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 33 providing and laying rcc pipe np 3 for culverts on first class bedding of pcc m10 material in (600 mm)single row including fixing collar with cement mortar 1:2 but excluding excavation,protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106 34 painting two coats on new concrete surfaces: painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical specification clause 1701 35 plain/reinforced cement concrete(m 20) in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 ans 1204 36 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 37 supplying, fitting and placing hysd bar reinforcement (fe 415) in substructrue complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202 38 backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8 (with sandy materials ) 39 providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications clause 1302 40 providing and laying reinforced cement concrete (m25) in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 41 supplying, fitting, and placing hysd bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202 42 construction of r.c.c. railing of m 25 grade in cast in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre to centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications clauses 800, 900 and 1208.3 43 drainage spouts complete as per drawing and technical specifications clause 1209 44 providing and laying cement concrete wearing course m 30 grade including reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3 45 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 46 plastering with cement mortar (1:4 ) on brick work in sub structure as per technical specifications 47 labour cess 1% 48 seigniorage cost 49 18% gst 50 1st year maintenance cost 51 2nd year maintenance cost 52 3rd year maintenance cost 53 4th year maintenance cost 54 5th year maintenance cost 55 labour cess 1% 56 seigniorage cost 57 18% gst 58 pwd madhubani ghat se nagar tola 59 providing & fixing of working benchmark pillars 01 nos. per km& 04 nos. of reference pillars required for 1 km. as per drawings given and direction of e/i (working benchmark pillars) 60 reference pillars 61 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 62 dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum involume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m,stacking serviceable and unserviceable materials separately 63 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 64 construction of embankment with material obtained from borrow pits with a lift upto 1.5 m, transporting to the site spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per technical specification clause 301.5 . (1000m lead) 65 100 m lead 66 construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m & 100 m as per technical specification clause 303.1. 67 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. 68 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. 69 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. 70 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. 71 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 72 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. 73 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. 74 construction ofun reinforced,plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant,near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days,using curing compound (where specified) and water finishing to lines and grade as per drawingand technicalspecification clause 1501 75 laying brick soling layer on prepared sub grade with brick on end edging according to lines, graded and cross section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with threewheel road roller 80 100 kn as per technical specification clause 412 76 ii) km stone 77 iii) 200 m stone 78 providing and fixing of retro reflective cautionary , mandatory and informatory sign board as per irc :67 made of 1.5 mm thick ms steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figureswith reflective tape engineering grade as per clause 1701.3.9 of mord for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean ofproperly designed foundation with m15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2. (600 mm circular, (speed limit) 79 900 mm equilateral & triangle, (left, right curve) 80 600 mm x 450 mm rectangular, (school & place) 81 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. 82 provision of 15 nos rumble strips covered with premix bituminous carpet, 15 20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint. i) bituminous carpet 83 ii) road marking paint. 84 planting of trees by the road side (avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings,backfilling the trench, watering, fixing the tree guard andmaintaining the plants for one year 85 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. 86 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 87 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 88 earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 89 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 90 providing pcc m 20 (1:2:4) concrete for plain concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 91 providing and laying rcc pipe np 3 for culverts on first class bedding of pcc m10 material in (600 mm)single row including fixing collar with cement mortar 1:2 but excluding excavation,protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106 92 painting two coats on new concrete surfaces: painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical specification clause 1701 93 plain/reinforced cement concrete(m 20) in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 ans 1204 94 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 95 supplying, fitting and placing hysd bar reinforcement (fe 415) in substructrue complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202 96 backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8 (with sandy materials ) 97 providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications clause 1302 98 providing and laying reinforced cement concrete (m25) in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 99 supplying, fitting, and placing hysd bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202 100 construction of r.c.c. railing of m 25 grade in cast in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre to centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications clauses 800, 900 and 1208.3 101 drainage spouts complete as per drawing and technical specifications clause 1209 102 providing and laying cement concrete wearing course m 30 grade including reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3 103 brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications clauses 600, 900 and 1208.4 104 plastering with cement mortar (1:4 ) on brick work in sub structure as per technical specifications 105 labour cess 1% 106 seigniorage cost 107 18% gst 108 1st year maintenance cost 109 2nd year maintenance cost 110 3rd year maintenance cost 111 4th year maintenance cost 112 5th year maintenance cost 113 labour cess 1% 114 seigniorage cost 115 18% gst ...

Due Date : December 16, 2024

Tender Value : ₹ 5.76 Crore

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2
Rural Works Department - Bihar

46606622 tender for mmgsy ndb brrp 709 dhamdaha 1 santhal piryakar tola to maheta tola paswan tola mandal tola 2 providing & fixing of working benchmark pillars 2 nos. per km& 6 nos. of reference pillars required for 1 km. as per drawings given and direction of e/i 3 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 4 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 5 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). 6 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). 7 for 1000 m lead 8 for 100 m lead 9 construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m & 100 m as per technical specification clause 303.1.(including royality & labour cess). 10 construction of granular sub base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per technical specification clause 401. 11 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. 12 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 0.90 1.2 kg/sqm using mechanical means as per technical specification clause 502. 13 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. 14 providing, laying and rolling of close graded premix surfacing material of 20 mm thickness composed of13.2 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 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, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days,using curing compound (where specified) and water finishing to lines and grade as per drawingand technical specification clause 1501 16 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. 17 providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per table 1300.1, no fragmentweighing less than 25 kg laid dry complete as per drawing and technical specifications clause 1301 18 providing and laying pitching on slopes with stone/ boulder laid over prepared filter media as per drawing and technical specifications clause 1302 19 providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications clause 1302 20 ii) km stone 21 iii) 200 m stone 22 600 mm equilateral & triangle, 23 600 mm circular , 24 800 mm x 600 mm rectangular, 25 600 mm x 450 mm rectangular, 26 road marking on bt 27 road marking on cc 28 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 29 thermoplastic paint 30 road strips 31 providing and erecting direction and place identification retro reflectorised sign as per irc:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not 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 m15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. 32 planting of trees by the road side (avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year 33 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 34 earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 35 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 36 plain/reinforced cement concrete(m 20) in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 ans 1204 37 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 concrete and masonary works in head walls and parapets as per clause 1106 38 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 and technical specification clause 1701 39 earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. 40 plain cement concretepcc m 15 (1:2.5:5) in levelling course below open foundation of head walls as per drawingand technical specification clause 1109 41 providing pcc m 20 (1:2:4) concrete for plain concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 42 plain/reinforced cement concrete (m 20) in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 ans 1204 43 providing weepholes in brick masonary , plain / reinforced concrete abutement , wing wall , return wall with 100 mm dia ac pipe extending through the full width of the structure with slope of 1v: 20h towards drawing 44 backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8 45 providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications clause 1302 46 providing and laying reinforced cement concrete (m25) in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 47 supplying, fitting, and placing hysd bar reinforcement in (fe 415) in substructrue & superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202 48 construction of r.c.c. railing of m 25 grade in cast in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre to centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications clauses 800, 900 and 1208.3 49 drainage spouts complete as per drawing and technical specifications clause 1209 50 providing and laying cement concrete wearing course m 30 grade including reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3 51 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. (cement concrete) 52 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. (cement mortar) 53 removing all types of hume pipes and stackingincluding earthwork and dismantling of masonry works as per technical specification clause 202. (above 600 mm to 900 mm dia hume pipe) 54 1% labour cess 55 seigniorage fee 56 18 % gst 57 1st year maintenance cost 58 2nd year maintenance cost 59 3rd year maintenance cost 60 4th year maintenance cost 61 5th year maintenance cost 62 1% labour cess 63 seigniorage fee 64 18 % gst 65 construction of rcc bridge atsanthal piryakar tola to maheta tola paswan tola mandal tola at ch 1.140km 66 i) upto 3m depth 67 providing and constructing temporary island 8 m diameter for construction of pile foundation. 68 providing and constructing one span service road to reach island location from one pier location to another pier location. 69 providing and laying of pcc m15 levelling course 100mm thick below the pile cap. ii. pcc grade m 15 (levelling course for pile cap) 70 r.c.c. grade m 35 in pile foundation complete as per dwg & tech specification.,pile cap in rcc m 30 71 bored cast in situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m.,ii.1200 mm dia 72 supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202 73 providing steel liner 6 mm thick as per detailed drawing. 74 i) upto 5m height (using concrete mixer) 75 ii) from 5m upto 10m height (using concrete mixer) 76 supplying, fitting and placing hysd bar reinforcement (fe 500) in substructrue complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202 77 supplying,fitting and fixing in position true to line and level pot ptfe bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder,sealing rings,dust seals,ptfe surface sliding against stainless steel mating surface,completre assembly to be of cast steel/fabricated structural steel,metal and elastomer elements to be as per irc: 83 part i & ii respectively and other parts conforming to bs: 5400,section 9.1 & 9.2 and clause 2006 of morth specifications complete asper drawing and approved technical specifications. 78 supplying,fitting and fixing in position true to line and level elastomeric bearing conforming to irc: 83 (part ii) section ix and clause 2005 of morth specifications complete including all accessories as per drawing and technical specifications. 79 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 80 backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8 81 providing and laying filter media with granular crushedaggregates (jhama metal)as per specification to a thickness of not less than 600 mm with smallersize 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 specificationclause 1204.3.8 82 providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 ,ii. rcc m 35 83 supplying, fitting and placing hysd bar reinforcement (fe 500) in superstructrue complete as per drawings and technical specification clauses 1002, 1010 & 1202 84 providing and laying cement concrete wearing course m 30 grade including reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3 85 provision of an reinforced cement concrete crash barrier at the bridge decks& approaches to bridge structures constructed with rein forced cement concrete with hysd reinforcementconfirming mort&h specification and as per details given irc 5 including dowel bars ,expansion joints filled with pre mouldedasphalt filler board etc.. and approved drawing andatlocations directed by the engineer ,all as specified . 86 drainage spouts complete as per drawing and technical specifications clause 1209 87 p.c.c. m 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specificatios clauses 800 & 1211. 88 reinforced cement concrete m 30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications clauses 800 and 1211 89 strip seal expansion joint (providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm,complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturers instructions for installation.) 90 providing & fixing 20 mm thk compressible fiber board in expansion joint complete as per drawing and specification 91 providing & fixing 20 mm thk premoulded filler joint in expansion joint for fixed ends of simply supported span not exceding 10m to cater for the horizontal movement up to 20mmcovered with selant complete as per drawing and specification 92 providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications clause 1302 93 providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications clause 1302 94 a) initial load test on test pile for 2.5 times the design load specified in drawings 1.2 m dia pile 95 b) routine pile load test on pile for 1.5 times the design load specified in drawings 1.2 m dia pile (2% of piles in total). 96 c) horizontal pile load test on pile for 1.5 times the design load specified in drawings 1.2 m dia pile (2% ofpiles in total) . 97 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 98 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 as per technical specification clause 301.5 . 99 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. 100 construction of granular sub base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per technical specification clause 401. 101 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80 100 kn static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. 102 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 0.90 1.2 kg/sqm using mechanical means as per technical specification clause 502. 103 providing and applying tack coat with bitumen emulsion (rs ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503. 104 providing, laying and rolling of close graded premix surfacing material of 20 mm thickness composed of13.2 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 509 105 providing and fixing of semi reflective cautionary , mandatory and informatory sign board as per irc :67 made of 1.5 mm thick ms steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figureswith reflective tape engineering grade as per clause 1701.3.9 of mord for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean ofproperly designed foundation with m15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2. 106 (i)providing and fixing logo of pmgsy project 107 ( iii ) providing & fixing of logo ofcitizen information board 108 l c @ 1% 109 addseigniorage fee 110 gst @ 18%(in cons cost& l.c1%& s.f10%) = 111 first year total maintenance cost 112 secend year total maintenance cost 113 third year total maintenance cost 114 fourth year total maintenance cost 115 fifth year total maintenance cost 116 l c @ 1% 117 addseigniorage fee 118 gst @ 18%(in mains cost& l.c1%& s.f10%) = ...

Due Date : December 16, 2024

Tender Value : ₹ 6.89 Crore

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3
Rural Works Department - Bihar

46606617 tender for mmgsy ndb brrp 710 dhamdaha 1 goriyar bhawanipur to goriyar sautari 2 providing & fixing of working benchmark pillars 2 nos. per km& 6 nos. of reference pillars required for 1 km. as per drawings given and direction of e/i 3 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 4 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 5 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). 6 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). 7 for 1000 m lead 8 for 100 m lead 9 construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m & 100 m as per technical specification clause 303.1.(including royality & labour cess). 10 construction of granular sub base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per technical specification clause 401. 11 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. 12 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 0.90 1.2 kg/sqm using mechanical means as per technical specification clause 502. 13 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. 14 providing, laying and rolling of close graded premix surfacing material of 20 mm thickness composed of13.2 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 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, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days,using curing compound (where specified) and water finishing to lines and grade as per drawingand technical specification clause 1501 16 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. 17 providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per table 1300.1, no fragmentweighing less than 25 kg laid dry complete as per drawing and technical specifications clause 1301 18 providing and laying pitching on slopes with stone/ boulder laid over prepared filter media as per drawing and technical specifications clause 1302 19 providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications clause 1302 20 ii) km stone 21 iii) 200 m stone 22 600 mm equilateral & triangle, 23 600 mm circular , 24 800 mm x 600 mm rectangular, 25 600 mm x 450 mm rectangular, 26 road marking on bt 27 road marking on cc 28 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 29 thermoplastic paint 30 road strips 31 providing and erecting direction and place identification retro reflectorised sign as per irc:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not 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 m15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. 32 planting of trees by the road side (avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year 33 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 34 earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 35 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 36 plain/reinforced cement concrete(m 20) in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 ans 1204 37 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 concrete and masonary works in head walls and parapets as per clause 1106 38 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 and technical specification clause 1701 39 earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. 40 plain cement concretepcc m 15 (1:2.5:5) in levelling course below open foundation of head walls as per drawingand technical specification clause 1109 41 providing pcc m 20 (1:2:4) concrete for plain concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 42 plain/reinforced cement concrete (m 20) in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 ans 1204 43 providing weepholes in brick masonary , plain / reinforced concrete abutement , wing wall , return wall with 100 mm dia ac pipe extending through the full width of the structure with slope of 1v: 20h towards drawing 44 backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8 45 providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications clause 1302 46 providing and laying reinforced cement concrete (m25) in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 47 supplying, fitting, and placing hysd bar reinforcement in (fe 415) in substructrue & superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202 48 construction of r.c.c. railing of m 25 grade in cast in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre to centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications clauses 800, 900 and 1208.3 49 drainage spouts complete as per drawing and technical specifications clause 1209 50 providing and laying cement concrete wearing course m 30 grade including reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3 51 1% labour cess 52 seigniorage fee 53 18 % gst 54 1st year maintenance cost 55 2nd year maintenance cost 56 3rd year maintenance cost 57 4th year maintenance cost 58 5th year maintenance cost 59 1% labour cess 60 seigniorage fee 61 18 % gst 62 construction of rcc bridge at goriyar bhawanipur to goriyar sautari at ch 0.780km 63 i) upto 3m depth 64 providing and constructing temporary island 8 m diameter for construction of pile foundation. 65 providing and constructing one span service road to reach island location from one pier location to another pier location. 66 providing and laying of pcc m15 levelling course 100mm thick below the pile cap. ii. pcc grade m 15 (levelling course for pile cap) 67 r.c.c. grade m 35 in pile foundation complete as per dwg & tech specification.,pile cap in rcc m 30 68 bored cast in situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m.,ii.1200 mm dia 69 supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202 70 providing steel liner 6 mm thick as per detailed drawing. 71 i) upto 5m height (using concrete mixer) 72 ii) from 5m upto 10m height (using concrete mixer) 73 supplying, fitting and placing hysd bar reinforcement (fe 500) in substructrue complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202 74 supplying,fitting and fixing in position true to line and level pot ptfe bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder,sealing rings,dust seals,ptfe surface sliding against stainless steel mating surface,completre assembly to be of cast steel/fabricated structural steel,metal and elastomer elements to be as per irc: 83 part i & ii respectively and other parts conforming to bs: 5400,section 9.1 & 9.2 and clause 2006 of morth specifications complete asper drawing and approved technical specifications. 75 supplying,fitting and fixing in position true to line and level elastomeric bearing conforming to irc: 83 (part ii) section ix and clause 2005 of morth specifications complete including all accessories as per drawing and technical specifications. 76 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 77 backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8 78 providing and laying filter media with granular crushedaggregates (jhama metal)as per specification to a thickness of not less than 600 mm with smallersize 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 specificationclause 1204.3.8 79 providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 ,ii. rcc m 35 80 supplying, fitting and placing hysd bar reinforcement (fe 500) in superstructrue complete as per drawings and technical specification clauses 1002, 1010 & 1202 81 providing and laying cement concrete wearing course m 30 grade including reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3 82 provision of an reinforced cement concrete crash barrier at the bridge decks& approaches to bridge structures constructed with rein forced cement concrete with hysd reinforcementconfirming mort&h specification and as per details given irc 5 including dowel bars ,expansion joints filled with pre mouldedasphalt filler board etc.. and approved drawing andatlocations directed by the engineer ,all as specified . 83 drainage spouts complete as per drawing and technical specifications clause 1209 84 p.c.c. m 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specificatios clauses 800 & 1211. 85 reinforced cement concrete m 30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications clauses 800 and 1211 86 strip seal expansion joint (providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm,complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturers instructions for installation.) 87 providing & fixing 20 mm thk compressible fiber board in expansion joint complete as per drawing and specification 88 providing & fixing 20 mm thk premoulded filler joint in expansion joint for fixed ends of simply supported span not exceding 10m to cater for the horizontal movement up to 20mmcovered with selant complete as per drawing and specification 89 providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications clause 1302 90 providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications clause 1302 91 a) initial load test on test pile for 2.5 times the design load specified in drawings 1.2 m dia pile 92 b) routine pile load test on pile for 1.5 times the design load specified in drawings 1.2 m dia pile (2% of piles in total). 93 c) horizontal pile load test on pile for 1.5 times the design load specified in drawings 1.2 m dia pile (2% ofpiles in total) . 94 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 95 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 as per technical specification clause 301.5 . 96 construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1. 97 construction of granular sub base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per technical specification clause 401. 98 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80 100 kn static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. 99 providing and applying primer coat with bitumen emulsion (ss 1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 1.2 kg/sqm using mechanical means as per technical specification clause 502. 100 providing and applying tack coat with bitumen emulsion (rs ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503. 101 providing, laying and rolling of close graded premix surfacing material of 20 mm thickness composed of13.2 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 509 102 providing and fixing of semi reflective cautionary , mandatory and informatory sign board as per irc :67 made of 1.5 mm thick ms steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figureswith reflective tape engineering grade as per clause 1701.3.9 of mord for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean ofproperly designed foundation with m15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2. 103 (i)providing and fixing logo of pmgsy project 104 ( iii ) providing & fixing of logo ofcitizen information board 105 l c @ 1% 106 addseigniorage fee 107 gst @ 18%(in cons cost& l.c1%& s.f10%) = 108 first year total maintenance cost 109 secend year total maintenance cost 110 third year total maintenance cost 111 fourth year total maintenance cost 112 fifth year total maintenance cost 113 l c @ 1% 114 addseigniorage fee 115 gst @ 18%(in mains cost& l.c1%& s.f10%) = ...

Due Date : December 16, 2024

Tender Value : ₹ 6.15 Crore

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4
East Central Railway - Bihar

46557199 supply of standard wooden wedge (spec. is:10394 1982) as per rdso drg. no. skdl 4575 issue d on 23.05.2012 [ warranty period: 30 months after the date of delivery ] ] csd/trs/ddu, ecr uttar pradesh 12000.00 numbers...

Due Date : January 20, 2025

Tender Value : ₹ Ref. Documents

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5
Northeast Frontier Railway - Bihar

46474151 supply of complete assembly of constant contact side bearer lwlh bogies for blss wagoncomplete assembly of constant contact side bearer lwlh bogies for blss wagon,cast steel side frame for lwlh 25 bogie of blss wagon as per rdso drg.no.wd 15021 s 3.m aterial & specification as per drawing. [ warranty period: 30 months after the date of delivery ] ] , spring plank for lwlh25 bogie as per rdso drawing no wd 13012 s/04 alt.5 item no 1 for lwlh25 of boxns wagon. [ warranty period: 30 months after the date of delivery ] ] , complete assembly of constant contact side bearer lwlh bogies for blss wagon as per rd sos drw:wd 12007 s 01 alt 03 or latest, spec: wd 62 misc 17 rev nil of aug 2018. [ warranty period : 30 months after the date of delivery ] ] , wedge for lwlh25 bogie as per rdso drawing no. wd 13012 s/06, alt. nil, item no. 1. [ w arranty period: 30 months after the date of delivery ] ]...

Due Date : December 12, 2024

Tender Value : ₹ Ref. Documents

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6
Northeast Frontier Railway - Bihar

46180670 supply of set of wedge type come along clamp for catenary wire 65 sqmm with test certificate as per drawingno im/acac/02/09/109 ref rdso drg no. re/33/p/560 make international motors or similar. 2. wedge type comealong clamp for contact wire 107 sqmm with test certificate as per drawing no im/acac/02/09/109 ref rdso drgno. re/33/p/550 make international motors of similar.(set consist of qty 65 sqmm 01 no and 107 sqmm 01 no)set of wedge type come along clamp for catenary wire 65 sqmm with test certificate as per drawingno im/acac/02/09/109 ref rdso drg no. re/33/p/560 make international motors or similar. 2. wedge type comealong clamp for contact wire 107 sqmm with test certificate as per drawing no im/acac/02/09/109 ref rdso drgno. re/33/p/550 make international motors of similar.(set consist of qty 65 sqmm 01 no and 107 sqmm 01 no),set of wedge type come along clamp for catenary wire 65 sqmm with test certificate as per drawingno im/acac/02/09/109 ref rdso drg no. re/33/p/560 make international motors or similar. 2. wed ge type comealong clamp for contact wire 107 sqmm with test certificate as per drawing no im/acac/02/ 09/109 ref rdso drgno. re/33/p/550 make international motors of similar.(set consist of qty 65 sqmm 0 1 no and 107 sqmm 01 no) [ warranty period: 30 months after the date of delivery ] ] => limited...

Due Date : November 22, 2024

Tender Value : ₹ Ref. Documents

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7
East Central Railway - Bihar

46142003 supply of set of wooden packings and wooden wedges.set of wooden packings and wooden wedges.,set of wooden packings and wooden wedges as per revised annexure 1 and annexure 2 att ached or similar. [ warranty period: 30 months after the date of delivery ] ] , set of wooden packings and wooden wedges as per revised annexure 1 and annexure 2 att ached or similar. [ warranty period: 30 months after the date of delivery ] ]...

Due Date : November 26, 2024

Tender Value : ₹ Ref. Documents

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8
Eastern Railways - Bihar

46086861 supply of poh kit no.2 of rf 361 high capacity draft gear etcpoh kit no.2 of rf 361 high capacity draft gear etc,poh kit no.2 of rf 361 high capacity draft gear consisting of 3 items are given below : 1) centre wedge 30 degree to miners drg. no. miner 27607c. mat & specn : steel forging carburiz ed hardness 550 to 683 bhn. qty./set 01 no. 2) shoe 30 degree to miners drg. no. miner 26651 l 9 (ref. 26067 m) mat & specn.: steel forging carburized hardness 440 to 494 bhn. qty./set 10 nos. 3) top follower to miners drg. no.miner 22161 n, mat & specn.: drop forged heat treated. qty./se t 01 no. connected to rdsos drg. no. wd 81010 s 03, alt 12, item no. 19 and rdsos spec.no. 49 bd 08 with amendment no.1 of sept2016. [ warranty period: 54 months after the date of delivery ] ] dy.cmm/jamalpur, er bihar 231.00 set...

Due Date : January 07, 2025

Tender Value : ₹ Ref. Documents

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9
Northeast Frontier Railway - Bihar

46048541 supply of complete assembly of constant contact side bearer lwlh bogies for blss wagoncomplete assembly of constant contact side bearer lwlh bogies for blss wagon,cast steel side frame for lwlh 25 bogie of blss wagon as per rdso drg.no.wd 15021 s 3.m aterial & specification as per drawing. [ warranty period: 30 months after the date of delivery ] ] , spring plank for lwlh25 bogie as per rdso drawing no wd 13012 s/04 alt.5 item no 1 for lwlh25 of boxns wagon. [ warranty period: 30 months after the date of delivery ] ] , complete assembly of constant contact side bearer lwlh bogies for blss wagon as per rd sos drw:wd 12007 s 01 alt 03 or latest, spec: wd 62 misc 17 rev nil of aug 2018. [ warranty period : 30 months after the date of delivery ] ] , wedge for lwlh25 bogie as per rdso drawing no. wd 13012 s/06, alt. nil, item no. 1. [ w arranty period: 30 months after the date of delivery ] ]...

Due Date : November 18, 2024

Tender Value : ₹ Ref. Documents

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10
Indian Oil Corporation Limited - Bihar

45957491 bids are invited for valves vlv,gt,a105,ss316l,bw,900,18in,nace+h2 vlv,gt,a105,ss316l,bw,900,12in,nace+hic vlv,gt,a105,ss316l,bw,900,10in,nace+hic vlv,gt,a105,ss316l,bw,900,8in,nace+hic vlv,gt,a105,ss316l,bw,900,6in,nace+hic vlv,gt,a105,ss316l,bw,900,4in,nace+hic vlv,gt,a105,ss316l,bw,900,3in,nace+hic vlv,gt,a216,wcb,316l,bw,1500,2in,nac+hic vlv,gt,a216wcb,ss316l,fl,300,10in,nace vlv,gt,a216wcb,ss316l,fl,rf,300,8in,nace vl,gt,a216wcb,ss316+stl,fl,300,3in,nace vlv,gt,a216wcb,ss316l,fl,rf,300,2in,nace vlv,gt,a216wcb,ss316l,fl,rf,150,10in,nac vlv,gt,a216wcb,ss316l,fl,rf,150,8in,nace vlv,gt,a216wcb,ss316l,fl,rf,150,4in,nace vlv,gt,a216wcb,ss316l,fl,rf,150,2in,nace vlv,gt,wdge,a216wcb,13percentcr,flg,300,2in,h2 vlv gt a105 13percentcr sw 800 1 1/2in h2 vlv gt cs a105 13percentcr sw 800 3/4in h2 vlv gt a105 13percentcr sw 800 1/2in h2 servic vlv,gt,a105,ss316l,sw,800,1 1/2in,nace vlv,gt,a105,ss316l,sw,800,1in,nace vlv,gt,a105,ss316l,sw,800,3/4in,nace vlv,gt,a105,ss316l,sw,800,1/2in,nace vlv,gt,wdge,a216wcb,13percentcr,fl,150,3in,ibr vlv,gt,wdge,a216wcb,13percentcr,fl,150,2in,ibr vlv,gt,wedge,a105+stl,sw,800,1 1/2in,ibr vlv,gt,wedge,a105+stl,sw,800,1in,ibr vlv,gt,wedge,a105+stl,sw,800,3/4in,ibr vlv,gt,wedge,a105+stl,sw,800,1/2in,ibr vlv,gt,wedge,a216 wcb,13percentcr,flg,150,3in vlv,gt,wedge,a216 wcb,13percentcr,flg,300,2in vlv,gt,wedge,a105+stl,sw,800,1 1/2in vlv,gt,wedge,a105+stl,sw,800,1in vlv,gt,wedge,a105+stl,sw,800,3/4in vlv,gt,sw,a105,13percentcr,3/4in,800,jacketed vlv,gt,sw,a105,13percentcr,1in,800,jacketed vlv,gt,a105 wcb,13percentcr,flg,30mm,150,jkt vlv,gt,a105 wcb,13percentcr,flg,2in,150,jkt vlv,gt,a105 wcb,13percentcr,flg,3in,150,jkt vlv,chk,jktd,a216wcb,13percentcr,2inx3in,150lb vlv,gt,a216,wcb+pwht,go,t 12,12in,150,na globe bs 1873 rf cs astm a 216 900 10in vlv,glb,a216,ss316l,bw,900,6in,nac+hic vlv glb a216 wcb 13percentcr bw 900 3in h2 vlv,glb,y,a105,316l+st,bw,2in,1500,na+h2 vlv,glb,a216wcb,ss316l,flg,300,2in,nace vlv gl cs a216 rf 150 10in nace vlv,glb,a216wcb,ss316l,flg,150,2in,nace vlv,glb,sw,cs,a105,316l,1 1/2,800,h2 swingcheck,fullswing,bw,api6d,600,18in vlv,chk,a216wcb,ss316l,bw,8in,900,na+hic vlv,chk,a216,ss316l,bw,900,6in,nac+hic vlv,chk,a216wcb,ss316l,bw,2in,900,na+hic vlv,chk,lift,a105,sw,800,1 1/2in,nac+hic vlv,chk,lift,a105,sw,1500,3/4in,nace+hic vlv,chk,a216wcb,316l,sw,300,10in,nace vlv chk swing a216 316l fl 300 6in nace vlv chk swing a216 316l fl 300 2in nace vl,ch,sw,a216,wcb,ss316,fl,150,10in,nace vl,ch,sw,a216,wcb,ss316,fl,150,2in,nace vlv,chk,swing,a216wcb,13percentcr,150,2in,ibr vlv,chk,lift,a105,a182f316l,sw,800,1in vlv,chk,lift,a105,a182f316l,sw,800,3/4 total quantity : 917...

Due Date : October 30, 2024

Tender Value : ₹ Ref. Documents

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11
East Central Railway - Bihar

45862387 supply of wooden wedge. drg/specification: drg no. bsl/trs/wam 4/sk/03/198 crwooden wedge. drg/specification: drg no. bsl/trs/wam 4/sk/03/198 cr,wooden wedge. drg/specification: drg no. bsl/trs/wam 4/sk/03/198 cr [ warranty period: 30 months after the date of delivery ] ] general stores depot garahara, bihar 5995.00 numbers...

Due Date : November 21, 2024

Tender Value : ₹ Ref. Documents

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12
East Central Railway - Bihar

45542726 supply of standard wooden wedgestandard wooden wedge,standard wooden wedge is:10394 1982/rdso drg. no. skdl 4575 [ warranty period: 30 months after the date of delivery ] ] => limited...

Due Date : October 14, 2024

Tender Value : ₹ Ref. Documents

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13
East Central Railway - Bihar

45408251 supply of wooden wedge as per drg no. bsl/trs/wam 4/sk/03/198 cr, pl no: 93901471wooden wedge as per drg no. bsl/trs/wam 4/sk/03/198 cr, pl no: 93901471,wooden wedge as per drg no. bsl/trs/wam 4/sk/03/198 cr, pl no: 93901471 [ warr anty period: 30 months after the date of delivery ] ]...

Due Date : October 07, 2024

Tender Value : ₹ Ref. Documents

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14
Indian Oil Corporation Limited - Bihar

45300056 bids are invited for barauni refinery item10 4894830564 vlv,gt,wedge,a105plusstl,sw,800,3by4in , item20 4894830734 vlv,gt,wedge,a105plusstl,sw,800,1in , item30 4878111224 vlv,gt,wedge,a216 wcb,13percentcr,flg,150,2in , item40 4878111764 vlv,gt,wedge, a216 wcb,13percentcr,flg,150,4in , item50 4878112064 vlv,gt,wedge,a216 wcb,13percentcr,flg,150,6in , item60 4878112264 vlv,gt,wedge,a216 wcb,13percentcr,flg,150,8in , item70 4878112464 vlv,gt,wedge,a216 wcb,13percentcr,flg,150,10in , item80 4878112634 vlv,gt,wedge,a216 wcb,13percentcr,flg,150,12in , item90 4878112964 vlv,gt,wedge,a216 wcb,13percentcr,flg,150,16in , item100 4878113124 vlv,gt,wedge,a216 wcb,13percentcr,flg,150,18in , item110 4878112284 vlv,gt,wedge,a216 wcb,13percentcr,fl,300,8in , item120 4878112474 vlv,gt,wedge,a216 wcb,13percentcr,fl,300,10in , item130 4878111264 vlv,gt,wedge,a216 wcb,13percentcr,fl,600,2in , item140 4824530364 vlv,chk,lift,a105,stellited,sw,800,1by2in , item150 4824530564 vlv,chk,lift,a105plusstl,sw,800,3by4in , item160 4824530734 vlv,chk,lift,a105,stellited,sw,800,1in , item170 4824531064 vlv,chk,lift,a105,stellited,sw,800,1.5in , item180 4834091764 vlv,chk,swing,a216wcb,13percentcr,flg,150,4in , item190 4834092064 vlv,chk,swing,a216wcb,13percentcr,flg,150,6in , item200 4834092814 vlv,chk,swing,a216wcb,13percentcr,flg,150,14in , item210 4834092964 vlv,chk,swing,a216wcb,13percentcr,flg,150,16in , 1 71item220 4834141264 vlv,chk,a216 wcb,a216 item490 4887920364 vlv,glb,angle,a105,13percentcr,sw,800,1by2in,h2 , item500 4887920564 vlv,glb,angle,a105,13percentcr,sw,800,3by4in,h2 , item510 4887920734 vlv,glb,angle,a105,13percentcr,sw,800,1in,h2 , item520 4898071064 vlv,glb,sw,cs,a105,316l,1 1by2,800,h2 , item530 4888961224 vlv,glb,ang,a216wcb,13percentcr,fl,150,2in,h2 , item540 4888961574 vlv,glb,ang,a216wcb,13percentcr,fl,150,3in,h2 , item550 4888961764 vlv,glb,ang,a216wcb,13...

Due Date : October 03, 2024

Tender Value : ₹ Ref. Documents

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15
East Central Railway - Bihar

45032560 supply of wooden wedge specification/drg. no. els/mgs drg. no. wm 4 2008 28, material salwood, bulle twood, black chulgam of axle wood. as per drg.no. els/mgs drg. no. wm 4 2008 28 specn: specn/drg. no. els/mgs drg. no. wm 4 2008 28 [ warranty period: 30 months after the date of delivery ] [quantity tolerance (+/ ): 5 %age , item category : normal , total po value variation permitted: max 8 lacs ] ]...

Due Date : October 17, 2024

Tender Value : ₹ Ref. Documents

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16
Northeast Frontier Railway - Bihar

44981798 supply of wooden wedge make sal wood or similarwooden wedge make sal wood or similar,wooden wedge make sal wood or similar . [ warranty period: 30 months after the date of delive ry ] ]...

Due Date : September 09, 2024

Tender Value : ₹ Ref. Documents

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17
Rural Works Department - Bihar

44962012 tender for mr n/23 24/phulparas 03 1 name of road l033 to kulai tolaclearing and grubbing road land (by manual means)including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i 2 construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 100 m as per technical specification. 3 construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification. 4 wbm grading iii providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification. 5 providing and applying primer coat with bitumen emulsion (ss 1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 1.0 kg/sqm using mechanical means as per technical specification clause 502. 6 providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503. 7 providing and laying semi dense bituminous concrete with 100 120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 508 complete in all respects. 8 construction of un reinforcedplain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 m 30 grade coarse and fine aggregate maximum size of aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork ( steel channel ,laying and fixing of 125 micron thick plythene film ,wedges ,steel plates including levelling the formwork as per drawing ) spreading the concrete with shovels , rakes , compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion , constrution joints ,applying debonding strips , primer , sealant , dowel bars , near approaches to bridge/ culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. 9 km stone reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 10 200 m stone reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 11 600 mm equilateral & triangle providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 12 600 mm circular providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 13 600 mm x 450 mm rectangular providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 14 planting of trees by the road side (avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year 15 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads@ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35.the finished surface to be level, uniform and free from streaks and holes. (bt) 16 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads@ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35.the finished surface to be level, uniform and free from streaks and holes. (pcc) 17 providing and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 18 brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications clauses 600, 900 and 1208.4 19 plastering with cement mortar (1:4 ) on brick work in sub structure as per technical specifications 20 painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical specification clause 1701 21 add labour cess @ 1% 22 add gst @ 18% 23 seigniorage fee 24 1st year maintenance cost 25 2nd year maintenance cost 26 3rd year maintenance cost 27 4th year maintenance cost 28 5th year maintenance cost 29 add labour cess @ 1% 30 add gst @ 18% 31 seigniorage fee 32 name of road t02 to bariyahiclearing and grubbing road land (by manual means)including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i 33 construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 100 m as per technical specification. 34 construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification. 35 construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per technical specification clause 401. grading ii 36 wbm grading iii providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification. 37 providing and applying primer coat with bitumen emulsion (ss 1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 1.0 kg/sqm using mechanical means as per technical specification clause 502. 38 providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503. 39 providing and laying semi dense bituminous concrete with 100 120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 508 complete in all respects. 40 construction of un reinforcedplain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 m 30 grade coarse and fine aggregate maximum size of aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork ( steel channel ,laying and fixing of 125 micron thick plythene film ,wedges ,steel plates including levelling the formwork as per drawing ) spreading the concrete with shovels , rakes , compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion , constrution joints ,applying debonding strips , primer , sealant , dowel bars , near approaches to bridge/ culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. 41 5th km stone reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 42 km stone reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 43 200 m stone reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 44 600 mm equilateral & triangle providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 45 600 mm circular providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 46 600 mm x 450 mm rectangular providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 47 planting of trees by the road side (avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year 48 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads@ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35.the finished surface to be level, uniform and free from streaks and holes. (bt) 49 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads@ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35.the finished surface to be level, uniform and free from streaks and holes. (pcc) 50 providing and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 51 plastering with cement mortar (1:4 ) on brick work in sub structure as per technical specifications 52 painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical specification clause 1701 53 add labour cess @ 1% 54 add gst @ 18% 55 seigniorage fee 56 1st year maintenance cost 57 2nd year maintenance cost 58 3rd year maintenance cost 59 4th year maintenance cost 60 5th year maintenance cost 61 add labour cess @ 1% 62 add gst @ 18% 63 seigniorage fee 64 name of road pahalwan pokhar to gatti patti ( gilal ram tola )clearing and grubbing road land (by manual means)including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i 65 construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification. 66 construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification. 67 wbm grading iii providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification. 68 providing and applying primer coat with bitumen emulsion (ss 1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 1.0 kg/sqm using mechanical means as per technical specification clause 502. 69 providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503. 70 providing and laying semi dense bituminous concrete with 100 120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 508 complete in all respects. 71 construction of un reinforcedplain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 m 30 grade coarse and fine aggregate maximum size of aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork ( steel channel ,laying and fixing of 125 micron thick plythene film ,wedges ,steel plates including levelling the formwork as per drawing ) spreading the concrete with shovels , rakes , compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion , constrution joints ,applying debonding strips , primer , sealant , dowel bars , near approaches to bridge/ culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. 72 km stone reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 73 200 m stone reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 74 600 mm equilateral & triangle providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 75 600 mm circular providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 76 600 mm x 450 mm rectangular providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 77 planting of trees by the road side (avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year 78 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads@ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35.the finished surface to be level, uniform and free from streaks and holes. (bt) 79 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads@ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35.the finished surface to be level, uniform and free from streaks and holes. (pcc) 80 providing and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 81 brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications clauses 600, 900 and 1208.4 82 plastering with cement mortar (1:4 ) on brick work in sub structure as per technical specifications 83 painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical specification clause 1701 84 add labour cess @ 1% 85 add gst @ 18% 86 seigniorage fee 87 1st year maintenance cost 88 2nd year maintenance cost 89 3rd year maintenance cost 90 4th year maintenance cost 91 5th year maintenance cost 92 add labour cess @ 1% 93 add gst @ 18% 94 seigniorage fee 95 name of road t02 to kishnipatticlearing and grubbing road land (by manual means)including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i 96 construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 100 m as per technical specification. 97 construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification. 98 wbm grading iii providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification. 99 providing and applying primer coat with bitumen emulsion (ss 1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 1.0 kg/sqm using mechanical means as per technical specification clause 502. 100 providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503. 101 providing and laying semi dense bituminous concrete with 100 120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 508 complete in all respects. 102 construction of un reinforcedplain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 m 30 grade coarse and fine aggregate maximum size of aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork ( steel channel ,laying and fixing of 125 micron thick plythene film ,wedges ,steel plates including levelling the formwork as per drawing ) spreading the concrete with shovels , rakes , compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion , constrution joints ,applying debonding strips , primer , sealant , dowel bars , near approaches to bridge/ culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. 103 km stone reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 104 200 m stone reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 105 600 mm equilateral & triangle providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 106 600 mm circular providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 107 600 mm x 450 mm rectangular providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 108 reinforced cement concrete m15 grade boundary pillars/local stone of standard design as per irc:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704 109 planting of trees by the road side (avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year 110 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads@ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35.the finished surface to be level, uniform and free from streaks and holes. (bt) 111 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads@ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35.the finished surface to be level, uniform and free from streaks and holes. (pcc) 112 providing and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 113 brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications clauses 600, 900 and 1208.4 114 plastering with cement mortar (1:4 ) on brick work in sub structure as per technical specifications 115 painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical specification clause 1701 116 add labour cess @ 1% 117 add gst @ 18% 118 seigniorage fee 119 1st year maintenance cost 120 2nd year maintenance cost 121 3rd year maintenance cost 122 4th year maintenance cost 123 5th year maintenance cost 124 add labour cess @ 1% 125 add gst @ 18% 126 seigniorage fee 127 name of road l035 to navtoliclearing and grubbing road land (by manual means)including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i 128 construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 100 m as per technical specification. 129 construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification. 130 wbm grading iii providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification. 131 providing and applying primer coat with bitumen emulsion (ss 1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 1.0 kg/sqm using mechanical means as per technical specification clause 502. 132 providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503. 133 providing and laying semi dense bituminous concrete with 100 120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 508 complete in all respects. 134 construction of un reinforcedplain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 m 30 grade coarse and fine aggregate maximum size of aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork ( steel channel ,laying and fixing of 125 micron thick plythene film ,wedges ,steel plates including levelling the formwork as per drawing ) spreading the concrete with shovels , rakes , compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion , constrution joints ,applying debonding strips , primer , sealant , dowel bars , near approaches to bridge/ culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. 135 km stone reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 136 200 m stone reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 137 600 mm equilateral & triangle providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 138 600 mm circular providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 139 600 mm x 450 mm rectangular providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 140 planting of trees by the road side (avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year 141 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads@ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35.the finished surface to be level, uniform and free from streaks and holes. (bt) 142 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads@ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35.the finished surface to be level, uniform and free from streaks and holes. (pcc) 143 providing and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 144 brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications clauses 600, 900 and 1208.4 145 plastering with cement mortar (1:4 ) on brick work in sub structure as per technical specifications 146 painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical specification clause 1701 147 providing concrete for plain/reinforced concrete m 20in coping over protection wall complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 p.c.c grade m 20 (protection wall ) 148 earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 149 brick flat soling in foundation: brick flat soling in foundation trenches as per drawing and technical specification clause 1108 150 providingpcc grade m15 for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 151 brick masonary work in cement mortar (1:4) in head wall complete as per drawing and technical specification clause 1109 in cement mortar 1:4 152 plastering with cement mortar (1:4 ) on brick work in sub structure as per technical specifications 153 add labour cess @ 1% 154 add gst @ 18% 155 seigniorage fee 156 1st year maintenance cost 157 2nd year maintenance cost 158 3rd year maintenance cost 159 4th year maintenance cost 160 5th year maintenance cost 161 add labour cess @ 1% ...

Due Date : September 03, 2024

Tender Value : ₹ 6.27 Crore

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18
Rural Works Department - Bihar

44962006 tender for mrl42 old mechi (mangli chowk )to karuamani 1 providing & fixing of working benchmark pillars 2 nos. per km& 6 nos. of reference pillars required for 1 km. as per drawings given and direction of e/iof e/i 2 providing & fixing of working benchmark pillars 2 nos. per km& 6 nos. of reference pillars required for 1 km. as per drawings given and direction of e/iof e/i 3 providing & fixing of working benchmark pillars 2 nos. per km& 6 nos. of reference pillars required for 1 km. as per drawings given and direction of e/iof e/i 4 clearing and grubbing road land (by manual means)including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i 5 scrarifying existing bituminous surface to a depth of 150 mm and disposal disposal of scrarified materials with a lift upto 3m and lead upto 1000m as per technical specification clause 301.4 6 excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per technical specification clause 302.3 7 construction of embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures and excavated with an average lead of 50 m graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5. 8 excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per technical specification clause 302.3(including royality & labour cess). 9 construction of embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per technical specification clause 301.5 . 10 for 1000 m lead @ 30 % 11 for 100 m lead @ 70% 12 construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1. 13 construction of granular sub base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per technical specification clause 401. 14 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per technical specification clause 405. 15 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per technical specification clause 405. 16 providing and applying primer coat with bitumen emulsion (ss 1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 1.0 kg/sqm using mechanical means as per technical specification clause 502 17 providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and cleaned with hydriloc broom as per technical specification aclouse 503. 18 providing and laying bituminous macadam with processed waste plasticwith 100 120 tph hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. 19 providing and applying tack coat with bitumen emulsion (rs 1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503. 20 providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80 100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per technical specification clause 508. 21 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type b, as per technical specification clause 510. 22 construction ofun reinforced,plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days,using curing compound (where specified) and water finishing to lines and grade as per drawingand technical specification clause 1501 23 construction of panel concrete ,plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per caluse 1501.2.2 m 30(grade) coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding25mm, mixed in a concrete mixer ofnot less than 0.2 cum capasity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion ,construction joints, applying debonding strips ,primer ,sealant ,dowel bars, near approaches tobridge/ culvert and construction joints, admixture as approved ,curing of concrete slabs for 14 days. curing compound (where specified) and water finishing to lines andgrade as per drawing and technical specification clause 1501. pcc grade m 30 eachpanel (0.50x0.50) thickness 100 mm 24 reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 25 i) 5th km stone 26 ii) km stone 27 iii) 200 m stone 28 providing and fixing of retro reflective cautionary , mandatory and informatory sign board as per irc :67 made of 1.5 mm thick ms steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figureswith reflective tape engineering grade as per clause 1701.3.9 of mord for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean ofproperly designed foundation with m15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2. 29 900 mm equilateral & triangle, (school,cross road) 30 600 mm circular,(speed limit) 31 800 mm x 600 mm rectangular, (village) 32 600 mm x 450 mm rectangular, (hospital) 33 900 mm side octagon, 34 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. 35 providing and fixing of typicalinformatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 36 11.9. planting of trees by the road side (avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year 37 providing and fixing ms iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 nos (25 x 6 mm) and 8 nos (25 x 3 mm) vertical ms riveted to 3 nos (25 x 6mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respects. 38 labour cess @ 1 % 39 seigniorage fee of contruction 40 gst @ 18 % 41 1st year maintenance cost 42 2nd year maintenance cost 43 3rd year maintenance cost 44 4th year maintenance cost 45 5th year maintenance cost 46 labour cess @ 1 % ...

Due Date : September 03, 2024

Tender Value : ₹ 16.14 Crore

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19
Rural Works Department - Bihar

44962000 tender for mrl41 nh327e (pipristhan)to goealdanggi bengal sima tak 1 providing & fixing of working benchmark pillars 2 nos. per km& 6 nos. of reference pillars required for 1 km. as per drawings given and direction of e/iof e/i 2 providing & fixing of working benchmark pillars 2 nos. per km& 6 nos. of reference pillars required for 1 km. as per drawings given and direction of e/iof e/i 3 providing & fixing of working benchmark pillars 2 nos. per km& 6 nos. of reference pillars required for 1 km. as per drawings given and direction of e/iof e/i 4 clearing and grubbing road land (by manual means)including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i 5 scrarifying existing bituminous surface to a depth of 150 mm and disposal disposal of scrarified materials with a lift upto 3m and lead upto 1000m as per technical specification clause 301.4 6 excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per technical specification clause 302.3 7 construction of embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures and excavated with an average lead of 50 m graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5. 8 excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per technical specification clause 302.3(including royality & labour cess). 9 construction of embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per technical specification clause 301.5 . 10 for 1000 m lead @ 30 % 11 for 100 m lead @ 70% 12 construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1. 13 construction of granular sub base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per technical specification clause 401. 14 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per technical specification clause 405. 15 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per technical specification clause 405. 16 providing and applying primer coat with bitumen emulsion (ss 1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 1.0 kg/sqm using mechanical means as per technical specification clause 502 17 providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and cleaned with hydriloc broom as per technical specification aclouse 503. 18 providing and laying bituminous macadam with processed waste plasticwith 100 120 tph hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. 19 providing and applying tack coat with bitumen emulsion (rs 1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503. 20 providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80 100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per technical specification clause 508. 21 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type b, as per technical specification clause 510. 22 construction ofun reinforced,plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days,using curing compound (where specified) and water finishing to lines and grade as per drawingand technical specification clause 1501 23 construction of panel concrete ,plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per caluse 1501.2.2 m 30(grade) coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding25mm, mixed in a concrete mixer ofnot less than 0.2 cum capasity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion ,construction joints, applying debonding strips ,primer ,sealant ,dowel bars, near approaches tobridge/ culvert and construction joints, admixture as approved ,curing of concrete slabs for 14 days. curing compound (where specified) and water finishing to lines andgrade as per drawing and technical specification clause 1501. pcc grade m 30 eachpanel (0.50x0.50) thickness 100 mm 24 reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 25 i) 5th km stone 26 ii) km stone 27 iii) 200 m stone 28 providing and fixing of retro reflective cautionary , mandatory and informatory sign board as per irc :67 made of 1.5 mm thick ms steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figureswith reflective tape engineering grade as per clause 1701.3.9 of mord for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean ofproperly designed foundation with m15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2. 29 900 mm equilateral & triangle, (school,cross road) 30 600 mm circular,(speed limit) 31 800 mm x 600 mm rectangular, (village) 32 600 mm x 450 mm rectangular, (hospital) 33 900 mm side octagon, 34 boundary pillarreinforced cement concrete m15 grade boundary pillars/local stone of standard design as per irc:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704 35 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. 36 providing and fixing of typicalinformatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 37 11.9. planting of trees by the road side (avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year 38 providing and fixing ms iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 nos (25 x 6 mm) and 8 nos (25 x 3 mm) vertical ms riveted to 3 nos (25 x 6mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respects. 39 earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. 40 plain cement concretepcc m 15 (1:2.5:5) in levelling course below open foundation of head walls as per drawingand technical specification clause 1109 41 providing pcc m 20 (1:2:4) concrete for plain concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 42 plain/reinforced cement concrete (m 20) in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 ans 1204 43 providing weepholes in brick masonary , plain / reinforced concrete abutement , wing wall , return wall with 100 mm dia ac pipe extending through the full width of the structure with slope of 1v: 20h towards drawing 44 supplying, fitting and placing hysd bar reinforcement (fe 415) in substructrue complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202 45 backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8 46 providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications clause 1302 47 providing and laying reinforced cement concrete (m25) in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 48 supplying, fitting, and placing hysd bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202 49 construction of r.c.c. railing of m 25 grade in cast in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre to centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications clauses 800, 900 and 1208.3 50 drainage spouts complete as per drawing and technical specifications clause 1209 51 plastering with cement mortar (1:4 ) on brick work in sub structure as per technical specifications 52 labour cess @ 1 % 53 seigniorage fee of contruction 54 gst @ 18 % 55 1st year maintenance cost 56 2nd year maintenance cost 57 3rd year maintenance cost 58 4th year maintenance cost 59 5th year maintenance cost ...

Due Date : September 03, 2024

Tender Value : ₹ 17.74 Crore

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20
Rural Works Department - Bihar

44961986 tender for mrl36 birpur (dalua haat) to molmagachh pachim tola 1 providing & fixing of working benchmark pillars 2 nos. per km& 6 nos. of reference pillars required for 1 km. as per drawings given and direction of e/iof e/i 2 providing & fixing of working benchmark pillars 2 nos. per km& 6 nos. of reference pillars required for 1 km. as per drawings given and direction of e/iof e/i 3 providing & fixing of working benchmark pillars 2 nos. per km& 6 nos. of reference pillars required for 1 km. as per drawings given and direction of e/iof e/i 4 clearing and grubbing road land (by manual means)including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i 5 scrarifying existing bituminous surface to a depth of 150 mm and disposal disposal of scrarified materials with a lift upto 3m and lead upto 1000m as per technical specification clause 301.4 6 construction of embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per technical specification clause 301.5 . 7 for 1000 m lead @ 30 % 8 for 100 m lead @ 70% 9 construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1. 10 construction of granular sub base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per technical specification clause 401. 11 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per technical specification clause 405. 12 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per technical specification clause 405. 13 providing and applying primer coat with bitumen emulsion (ss 1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 1.0 kg/sqm using mechanical means as per technical specification clause 502 14 providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and cleaned with hydriloc broom as per technical specification aclouse 503. 15 providing and laying bituminous macadam with processed waste plasticwith 100 120 tph hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. 16 providing and applying tack coat with bitumen emulsion (rs 1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503. 17 providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80 100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per technical specification clause 508. 18 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type b, as per technical specification clause 510. 19 construction ofun reinforced,plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days,using curing compound (where specified) and water finishing to lines and grade as per drawingand technical specification clause 1501 20 construction of panel concrete ,plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per caluse 1501.2.2 m 30(grade) coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding25mm, mixed in a concrete mixer ofnot less than 0.2 cum capasity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion ,construction joints, applying debonding strips ,primer ,sealant ,dowel bars, near approaches tobridge/ culvert and construction joints, admixture as approved ,curing of concrete slabs for 14 days. curing compound (where specified) and water finishing to lines andgrade as per drawing and technical specification clause 1501. pcc grade m 30 eachpanel (0.50x0.50) thickness 100 mm 21 reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 22 i) 5th km stone 23 ii) km stone 24 iii) 200 m stone 25 providing and fixing of retro reflective cautionary , mandatory and informatory sign board as per irc :67 made of 1.5 mm thick ms steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figureswith reflective tape engineering grade as per clause 1701.3.9 of mord for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean ofproperly designed foundation with m15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2. 26 900 mm equilateral & triangle, (school,cross road) 27 600 mm circular,(speed limit) 28 800 mm x 600 mm rectangular, (village) 29 600 mm x 450 mm rectangular, (hospital) 30 900 mm side octagon, 31 boundary pillarreinforced cement concrete m15 grade boundary pillars/local stone of standard design as per irc:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704 32 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. 33 providing and fixing of typicalinformatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 34 11.9. planting of trees by the road side (avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year 35 providing and fixing ms iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 nos (25 x 6 mm) and 8 nos (25 x 3 mm) vertical ms riveted to 3 nos (25 x 6mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respects. 36 earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. 37 plain cement concretepcc m 15 (1:2.5:5) in levelling course below open foundation of head walls as per drawingand technical specification clause 1109 38 providing pcc m 20 (1:2:4) concrete for plain concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 39 plain/reinforced cement concrete (m 20) in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 ans 1204 40 providing weepholes in brick masonary , plain / reinforced concrete abutement , wing wall , return wall with 100 mm dia ac pipe extending through the full width of the structure with slope of 1v: 20h towards drawing 41 supplying, fitting and placing hysd bar reinforcement (fe 415) in substructrue complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202 42 backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8 43 providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications clause 1302 44 providing and laying reinforced cement concrete (m25) in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 45 supplying, fitting, and placing hysd bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202 46 construction of r.c.c. railing of m 25 grade in cast in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre to centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications clauses 800, 900 and 1208.3 47 drainage spouts complete as per drawing and technical specifications clause 1209 48 providing and laying cement concrete wearing course m 30 grade including reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3 49 brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications clauses 600, 900 and 1208.4 50 providing pcc m 20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification clauses 615, 710and 1204.3.11 51 plastering with cement mortar (1:4 ) on brick work in sub structure as per technical specifications 52 construction of r.c.c. railing of m 25 grade in cast in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre to centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications clauses 800, 900 and 1208.3 53 labour cess @ 1 % 54 seigniorage fee of contruction 55 gst @ 18 % 56 1st year maintenance cost 57 2nd year maintenance cost 58 3rd year maintenance cost 59 4th year maintenance cost 60 5th year maintenance cost ...

Due Date : September 03, 2024

Tender Value : ₹ 7.79 Crore

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21
Northeast Frontier Railway - Bihar

44954285 supply of 17.5 degree low angle perspex wedge suit17.5 degree low angle perspex wedge suit,17.5 degree low angle perspex wedge suitable for 20mm dia. normal single crystal probe. [ warra nty period: 30 months after the date of delivery ] ]...

Due Date : September 27, 2024

Tender Value : ₹ Ref. Documents

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22
East Central Railway - Bihar

44861813 supply of set of wooden packings and wooden wedges.set of wooden packings and wooden wedges.,set of wooden packings and wooden wedges as per revised annexure 1 and annexure 2 attach ed or similar. [ warranty period: 30 months after the date of delivery ] ] , set of wooden packings and wooden wedges as per revised annexure 1 and annexure 2 attach ed or similar. [ warranty period: 30 months after the date of delivery ] ]...

Due Date : September 04, 2024

Tender Value : ₹ Ref. Documents

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23
East Central Railway - Bihar

44845925 supply of set of wooden plank of oil sal woodset of wooden plank of oil sal wood,set of wooden plank of oil sal wood recessed at the ends and banded with 30*0.5mm ms strips a s per is 401 (2001), specification (1) 300*300*25mm 30 nos. (2) 300*300*50mm 03 nos. (3) 300*300*75mm 30 nos. (4) 900*300*25mm 15 nos. (5) 900*300*50mm 15 nos (6) 900*300*100mm 20 nos. (7) 900*300*30 0mm 03 nos (8) 900*225*25mm 20 nos (9) 900*225*50mm 15 nos (10) 900*225*75mm 20 nos (11) 900*2 25*100mm 20 nos (12) 900*225*150mm 25 nos (13) 1200*300*150mm 10 nos (14) 1200*300*300mm 10 n os (15) 750*450*150mm 20 nos wooden wedges size 12x3x5 (in inches)with 1 dia hole 30 nos . as per attached specification. [ warranty period: 30 months after the date of delivery ] ]...

Due Date : September 10, 2024

Tender Value : ₹ Ref. Documents

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24
Northeast Frontier Railway - Bihar

44653116 supply of 17.5 degree low angle perspex wedge suit17.5 degree low angle perspex wedge suit,17.5 degree low angle perspex wedge suitable for 20mm dia. normal single crystal probe. [ warra nty period: 30 months after the date of delivery ] ]...

Due Date : August 20, 2024

Tender Value : ₹ Ref. Documents

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25
Eastern Railways - Bihar

44602327 supply of cast steel wedgecast steel wedge,cast steel wedge(for nested springs) for light weight low height 25t axl e load bogie (lwlh25) of boxns wagon to rdso drg.no.wd 13012 s 06,alt nil, item no.1 [ warranty period: 30 months after the date of delivery ] ]...

Due Date : August 26, 2024

Tender Value : ₹ Ref. Documents

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26
Northeast Frontier Railway - Bihar

44257917 supply of 17.5 degree low angle perspex wedge suit17.5 degree low angle perspex wedge suit,17.5 degree low angle perspex wedge suitable for 20mm dia. normal single crystal probe. [ warra nty period: 30 months after the date of delivery ]...

Due Date : July 29, 2024

Tender Value : ₹ Ref. Documents

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27
East Central Railway - Bihar

44052278 supply of set of wooden packings and wooden wedges.set of wooden packings and wooden wedges.,set of wooden packings and wooden wedges as per revised annexure 1 and annexure 2 attach ed or similar. [ warranty period: 30 months after the date of delivery ] , set of wooden packings and wooden wedges as per revised annexure 1 and annexure 2 attach ed or similar. [ warranty period: 30 months after the date of delivery ]...

Due Date : July 22, 2024

Tender Value : ₹ Ref. Documents

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28
East Central Railway - Bihar

43888684 supply of contactor clamp wedge (metal) for wedging electric loco contactorcontactor clamp wedge (metal) for wedging electric loco contactor,contactor clamp wedge (metal) for wedging electric loco contactor or reputed make. [ warranty p eriod: 30 months after the date of delivery ] => limited...

Due Date : July 01, 2024

Tender Value : ₹ Ref. Documents

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29
East Central Railway - Bihar

43864571 supply of wooden wedgewooden wedge,wooden wedge 210x110x80mm ( 8x4x3 1/2) as per drg. no.llh 44/1003 item no.1.material m ade of hard wood. [ warranty period: 30 months after the date of delivery ]...

Due Date : July 03, 2024

Tender Value : ₹ Ref. Documents

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30
Ministry Of Petroleum And Natural Gas - Bihar

43799105 bids are invited for supply of non sparking tools supply of double end ring wrench , supply of double end open end , screw driver , combination pliers 150 mm , combination pliers 200 mm , nose pliers 150 mm , nose pliers 200 mm , sledge hammer 1000g , sledge hammer 1500g , adjustable wrench , wedge , allen key , knife , wire stripping pliers , ratchet set with extension total quantity : 156...

Due Date : July 01, 2024

Tender Value : ₹ Ref. Documents

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32
East Central Railway - Bihar

43746767 auction sale of dms/scrap/gsd/ghz, lot no. 342405006, total qty. 5000 kg, electrical scrap misc. item trd item like rod, pipe, clamp, cut part of pole, nut bolt, angle, trd pole and other similar type items comp. broken damaged rusted. cutting allowed to facilitate loading. location stack a behind ward no 07. stack b east side of ledger section about 45 mtr near sisham tree. stack c about 40mtr south and 20mtr east from wedge bridge near kachcha road. stack d north side of depot south boundary wall about 10mtr & both side of abandoned shed upto 30mtr.stack e south side of rpf post about 40mtr near pakka road. stack f north side of canteen about 25mtr near pakka road. stack g south side of shunting gate upto 150mtr. and both side of railway line. stack h east side of water tank about 15mtr....

Due Date : June 25, 2024

Tender Value : ₹ Ref. Documents

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33
East Central Railway - Bihar

43656874 supply of contact wire ending clamp wedge(1119) type (107 sq. mm) id no. 1110 2, as per rdso specification no. ti/spc/ohe/fittings/0130 with a/c slip no. 1, eti/ohe/13(4/84) may 2018, and drawing no. eti/ohe/p/1110 2, str: core str 18.contact wire ending clamp wedge(1119) type (107 sq. mm) id no. 1110 2, as per rdso specification no. ti/spc/ohe/fittings/0130 with a/c slip no. 1, eti/ohe/13(4/84) may 2018, and drawing no. eti/ohe/p/1110 2, str: core str 18.,contact wire ending clamp wedge(1119) type (107 sq. mm) id no. 1110 2, as per rdso specifica tion no. ti/spc/ohe/fittings/0130 with a/c slip no. 1, eti/ohe/13(4/84) may 2018, and drawing no. eti/ohe/ p/1110 2, str: core str 18. [ warranty period: 30 months after the date of delivery ] => limited...

Due Date : June 19, 2024

Tender Value : ₹ Ref. Documents

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35
Northeast Frontier Railway - Bihar

43331342 supply of wooden wedges made of sal wood as rdso org.no. skl 4575 [ warranty period: 30 months after the date of delivery ] => limited...

Due Date : May 14, 2024

Tender Value : ₹ Ref. Documents

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36
Indian Oil Corporation Limited - Bihar

43274076 bids are invited for valves 1 vlv, gt, a105, ss316l, bw, 900, 18in, nace+h2 2 vlv, gt, a105, ss316l, bw, 900, 12in, nace+hic 3 vlv, gt, a105, ss316l, bw, 900, 10in, nace+hic 4 vlv, gt, a105, ss316l, bw, 900, 8in, nace+hic 5 vlv, gt, a105, ss316l, bw, 900, 6in, nace+hic 6 vlv, gt, a105, ss316l, bw, 900, 4in, nace+hic 7 vlv, gt, a105, ss316l, bw, 900, 3in, nace+hic 8 vlv, gt, a216, wcb, 316l, bw, 1500, 2in, nac+hic 9 vlv, gt, a216wcb, ss316l, fl, 300, 10in, nace 10 vlv, gt, a216wcb, ss316l, fl, rf, 300, 8in, nace 11 vl, gt, a216wcb, ss316+stl, fl, 300, 3in, nace 12 vlv, gt, a216wcb, ss316l, fl, rf, 300, 2in, nace 13 vlv, gt, a216wcb, ss316l, fl, rf, 150, 10in, nac 14 vlv, gt, a216wcb, ss316l, fl, rf, 150, 8in, nace 15 vlv, gt, a216wcb, ss316l, fl, rf, 150, 4in, nace 16 vlv, gt, a216wcb, ss316l, fl, rf, 150, 2in, nace 17 vlv, gt, wdge, a216wcb, 13percentcr, flg, 300, 2in, h2 18 vlv gt a105 13percentcr sw 800 1 1 / 2in h2 19 vlv gt cs a105 13percentcr sw 800 3 / 4in h2 20 vlv gt a105 13percentcr sw 800 1 / 2in h2 servic 21 vlv, gt, a105, ss316l, sw, 800, 1 1 / 2in, nace 22 vlv, gt, a105, ss316l, sw, 800, 1in, nace 23 vlv, gt, a105, ss316l, sw, 800, 3 / 4in, nace 24 vlv, gt, a105, ss316l, sw, 800, 1 / 2in, nace 25 vlv, gt, wdge, a216wcb, 13percentcr, fl, 150, 3in, ibr 26 vlv, gt, wdge, a216wcb, 13percentcr, fl, 150, 2in, ibr 27 vlv, gt, wedge, a105+stl, sw, 800, 1 1 / 2in, ibr 28 vlv, gt, wedge, a105+stl, sw, 800, 1in, ibr 29 vlv, gt, wedge, a105+stl, sw, 800, 3 / 4in, ibr 30 vlv, gt, wedge, a105+stl, sw, 800, 1 / 2in, ibr 31 vlv, gt, wedge, a216 wcb, 13percentcr, flg, 150, 3in 32 vlv, gt, wedge, a216 wcb, 13percentcr, flg, 300, 2in 33 vlv, gt, wedge, a105+stl, sw, 800, 1 1 / 2in 34 vlv, gt, wedge, a105+stl, sw, 800, 1in 35 vlv, gt, wedge, a105+stl, sw, 800, 3 / 4in 36 vlv, gt, sw, a105, 13percentcr, 3 / 4in, 800, jacketed 37 vlv, gt, sw, a105, 13percentcr, 1in, 800, jacketed 38 vlv, gt, a105 wcb, 13percentcr, flg, 30mm, 150, jkt 39 vlv, gt, a105 wcb, 13percentcr, flg, 2in, 150, jkt 40 vlv, gt, a105 wcb, 13percentcr, flg, 3in, 150, jkt 41 vlv, chk, jktd, a216wcb, 13percentcr, 2inx3in, 150lb 42 vlv, gt, a216, wcb+pwht, go, t 12, 12in, 150, na 43 globe bs 1873 rf cs astm a 216 900 10in 44 vlv, glb, a216, ss316l, bw, 900, 6in, nac+hic 45 vlv glb a216 wcb 13percentcr bw 900 3in h2 46 vlv, glb, y, a105, 316l+st, bw, 2in, 1500, na+h2 47 vlv, glb, a216wcb, ss316l, flg, 300, 2in, nace 48 vlv gl cs a216 rf 150 10in nace 49 vlv, glb, a216wcb, ss316l, flg, 150, 2in, nace 50 vlv, glb, sw, cs, a105, 316l, 1 1 / 2, 800, h2 51 swingcheck, fullswing, bw, api6d, 600, 18in 52 vlv, chk, a216wcb, ss316l, bw, 8in, 900, na+hic 53 vlv, chk, a216, ss316l, bw, 900, 6in, nac+hic 54 vlv, chk, a216wcb, ss316l, bw, 2in, 900, na+hic 55 vlv, chk, lift, a105, sw, 800, 1 1 / 2in, nac+hic 56 vlv, chk, lift, a105, sw, 1500, 3 / 4in, nace+hic 57 vlv, chk, a216wcb, 316l, sw, 300, 10in, nace 58 vlv chk swing a216 316l fl 300 6in nace 59 vlv chk swing a216 316l fl 300 2in nace 60 vl, ch, sw, a216, wcb, ss316, fl, 150, 10in, nace 61 vl, ch, sw, a216, wcb, ss316, fl, 150, 2in, nace 62 vlv, chk, swing, a216wcb, 13percentcr, 150, 2in, ibr 63 vlv, chk, lift, a105, a182f316l, sw, 800, 1in 64 vlv, chk, lift, a105, a182f316l, sw, 800, 3 / 4 total quantity : 917...

Due Date : June 13, 2024

Tender Value : ₹ Ref. Documents

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37
Northeast Frontier Railway - Bihar

43182282 supply of set of wedge type come along clamp for catenary wire 65 sqmm with test certificate as per drawingno im / acac / 02 / 09 / 109 ref rdso drg no. re / 33 / p / 560 make international motors or similar. 2. wedge type comealong clamp for contact wire 107 sqmm with test certificate as per drawing no im / acac / 02 / 09 / 109 ref rdso drgno. re / 33 / p / 550 make international motors of similar. ( set consist of qty 65 sqmm 01 no and 107 sqmm 01 no ) set of wedge type come along clamp for catenary wire 65 sqmm with test certificate as per drawingno im / acac / 02 / 09 / 109 ref rdso drg no. re / 33 / p / 560 make international motors or similar. 2. wedge type comealong clamp for contact wire 107 sqmm with test certificate as per drawing no im / acac / 02 / 09 / 109 ref rdso drgno. re / 33 / p / 550 make international motors of similar. ( set consist of qty 65 sqmm 01 no and 107 sqmm 01 no ) , set of wedge type come along clamp for catenary wire 65 sqmm with test certificate as per dra wingno im / acac / 02 / 09 / 109 ref rdso drg no. re / 33 / p / 560 make international motors or similar. 2. wedge ty pe comealong clamp for contact wire 107 sqmm with test certificate as per drawing no im / acac / 02 / 09 / 109 r ef rdso drgno. re / 33 / p / 550 make international motors of similar. ( set consist of qty 65 sqmm 01 no and 10 7 sqmm 01 no ) [ warranty period: 30 months after the date of delivery ] => limited...

Due Date : April 23, 2024

Tender Value : ₹ Ref. Documents

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38
Eastern Railways - Bihar

43160485 procurement of supply , installation & commissioning of electonic tensometer, supply , installation & commissioning of electonic tensometer with attached computer & printer wit h accessories. make kipl / similar specification of machine: force range: upto 20kn accuracy : + / 1% cross head travel : 525mm aprox. excluding grip cross head speed : manual with high speed return system testing area: 135 mm aprox. between guide rods dimensions: 965x235x200 mm aprox. specification of computer & pr inter: core i3 or above , 4 gb ram, 18.5 colour monitor, 1 tb hdd, mouse, keyboard, com port, usb port, wind ows 2007 / 2008 / 2010, laser jet printer. accessories: ( a ) one set of tensile chucks for turned test pieces a f ( 06 pieces ) , ( b ) quick grip chuck ( wedges for wire, round bar flat stripes material extra ) ( a ) wedges for wires 1 mm 2mm dia, ( b ) wedges for wires 2mm 4.5mm dia, ( c ) wedges for wires 4.5mm 8mm dia, ( d ) wedges for strip e up to 16mm wide 8mm thick, ( c ) vee wire chucks, ( d ) vice type grips. [ warranty period: 12 months after th e date of delivery ] ...

Due Date : May 03, 2024

Tender Value : ₹ Ref. Documents

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39
Rural Works Department - Bihar

43122101 tender for from kajra path of madanpur panchayat to additional sub health center; 1 adjacent to pcc ( pcc portion ) 2 construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per technical specification clause 401. 3 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. 4 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 0.90 1.2 kg / sqm using mechanical means as per technical specification clause 502. 5 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. 6 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 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 7 construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per technical specification clause 401. 8 construction of panel concrete , plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per caluse 1501.2.2 m 30 ( grade ) coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding25mm, mixed in a concrete mixer ofnot less than 0.2 cum capasity and appropriate weigh batcher using approved mix design , laid in approved fixed side formwork ( steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing ) , spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion , construction joints, applying debonding strips , primer , sealant , dowel bars, near approaches tobridge / culvert and construction joints, admixture as approved , curing of concrete slabs for 14 days. curing compound ( where specified ) and water finishing to lines andgrade as per drawing and technical specification clause 1501. pcc grade m 30 eachpanel ( 0.50x0.50 ) thickness 125 mm 9 providing and fixing of retro reflective cautionary , mandatory and informatory sign board as per irc :67 made of 1.5 mm thick ms steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figureswith reflective tape engineering grade as per clause 1701.3.9 of mord for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean ofproperly designed foundation with m15 grade cement concrete 450x450x600 mm , 600mm below ground level as per approved drawing clause 1701.2.2. 10 gst @ 18% and labour ( in lacs ) : 11 labour cess @ 1% ( in lacs ) : 12 add seigniorage fee @ 10% ( in lacs ) : ...

Due Date : April 12, 2024

Tender Value : ₹ 49.44 Lakhs

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40
Rural Works Department - Bihar

43068762 tender for providing & fixing of working benchmark pillars 01 nos. per km& 04 nos. of reference pillars required for 1 km. as per drawings given and direction of e / i ( working benchmark pillars ) ; 3 reference pillars 4 clearing and grubbing road land ( by manual means ) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e / i 5 100 m lead 6 construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m & 100 m as per technical specification clause 303.1. 7 construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller achieve the desired density, complete as per technical specification clause 401. 8 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. 9 providing and applying primer coat with bitumen emulsion ( ss 1 ) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 1.0 kg / sqm using mechanical means as per technical specification clause 502. 10 providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503. 11 providing, laying and rolling of close graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm ( type b ) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8 10 kn static roller and finishing to required level and grades as per technical specification clause 509 12 reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703 ii ) km stone 13 iii ) 200 m stone 14 reinforced cement concrete m15 grade boundary pillars / local stone of standard design as per irc:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704 15 providing and fixing of retro reflective cautionary , mandatory and informatory sign board as per irc :67 made of 1.5 mm thick ms steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figureswith reflective tape engineering grade as per clause 1701.3.9 of mord for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean ofproperly designed foundation with m15 grade cement concrete 450x450x600 mm , 600mm below ground level as per approved drawing clause 1701.2.2. ( 600 mm circular, ( speed limit ) 16 900 mm equilateral & triangle, ( left, right curve ) 17 600 mm x 450 mm rectangular, ( school & place ) 18 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. 19 planting of trees by the road side ( avenue trees ) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard / sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard andmaintaining the plants for one year 20 providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road ( new construction ) , extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of rcc pipe as per irc:981997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per irc: 98 1997 and approved drawings. 21 providing and erecting direction and place identification retro reflectorised sign asper irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 2 mm thickwith areanot exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with m 15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and technical specification clause 1701 22 providing and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 23 earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 24 providing pcc m 15 ( 1:2.5:5 ) concrete for plain concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 25 providing and laying rcc pipe np 3 for culverts on first class bedding of pcc m10 material in ( 600 mm ) single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling concrete and masonary works in head walls and parapets as per clause 1106 26 painting two coats on new concrete surfaces: painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical specification clause 1701 27 plain / reinforced cement concrete ( m 20 ) in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 ans 1204 28 brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications clauses 600, 900 and 1208.4 29 providing pcc m 20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification clauses 615, 710and 1204.3.11 30 plastering with cement mortar ( 1:4 ) on brick work in sub structure as per technical specifications 31 labour cess 1% 32 seigniorage cost 33 18% gst on total cost 34 1st year maintenance cost 35 2nd year maintenance cost 36 3rd year maintenance cost 37 4th year maintenance cost 38 5th year maintenance cost 39 labour cess 1% 40 seigniorage cost 41 18% gst on total cost 42 durga mandir keriya seaklu das tola 43 providing & fixing of working benchmark pillars 01 nos. per km& 04 nos. of reference pillars required for 1 km. as per drawings given and direction of e / i ( working benchmark pillars ) 44 reference pillars 45 clearing and grubbing road land ( by manual means ) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e / i 46 construction of embankment with material obtained from borrow pits with a lift upto 1.5 m, transporting to the site spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per technical specification clause 301.5 . ( 1000m lead ) 47 construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m & 100 m as per technical specification clause 303.1. 48 construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller achieve the desired density, complete as per technical specification clause 401. 49 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. 50 construction ofun reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 ( grade ) , coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork ( steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing ) , spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, using curing compound ( where specified ) and water finishing to lines and grade as per drawingand technicalspecification clause 1501 51 laying brick soling layer on prepared sub grade with brick on end edging according to lines, graded and cross section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with threewheel road roller 80 100 kn as per technical specification clause 412 52 reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.ii ) km stone 53 iii ) 200 m stone 54 reinforced cement concrete m15 grade boundary pillars / local stone of standard design as per irc:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704 55 providing and fixing of retro reflective cautionary , mandatory and informatory sign board as per irc :67 made of 1.5 mm thick ms steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figureswith reflective tape engineering grade as per clause 1701.3.9 of mord for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean ofproperly designed foundation with m15 grade cement concrete 450x450x600 mm , 600mm below ground level as per approved drawing clause 1701.2.2. ( 600 mm circular, ( speed limit ) 56 900 mm equilateral & triangle, ( left, right curve ) 57 600 mm x 450 mm rectangular, ( school & place ) 58 at both edge for ( pcc ) 59 providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road ( new construction ) , extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of rcc pipe as per irc:981997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per irc: 98 1997 and approved drawings. 60 providing and erecting direction and place identification retro reflectorised sign asper irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 2 mm thickwith areanot exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with m 15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and technical specification clause 1701 61 providing and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 62 earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 63 providing pcc m 15 ( 1:2.5:5 ) concrete for plain concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 64 providing and laying rcc pipe np 3 for culverts on first class bedding of pcc m10 material in ( 600 mm ) single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling concrete and masonary works in head walls and parapets as per clause 1106 65 painting two coats on new concrete surfaces: painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical specification clause 1701 66 plain / reinforced cement concrete ( m 20 ) in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 ans 1204 67 labour cess 1% 68 seigniorage cost 69 18% gst on total cost 70 1st year maintenance cost 71 2nd year maintenance cost 72 3rd year maintenance cost 73 4th year maintenance cost 74 5th year maintenance cost 75 labour cess 1% 76 seigniorage cost 77 18% gst on total cost 78 banka belhar rcdse tinmunda uttar tola 79 providing & fixing of working benchmark pillars 01 nos. per km& 04 nos. of reference pillars required for 1 km. as per drawings given and direction of e / i ( working benchmark pillars ) 80 reference pillars 81 clearing and grubbing road land ( by manual means ) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e / i 82 construction of embankment with material obtained from borrow pits with a lift upto 1.5 m, transporting to the site spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per technical specification clause 301.5 . ( 1000m lead ) 83 construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m & 100 m as per technical specification clause 303.1. 84 construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller achieve the desired density, complete as per technical specification clause 401. 85 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. 86 construction ofun reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 ( grade ) , coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork ( steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing ) , spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, using curing compound ( where specified ) and water finishing to lines and grade as per drawingand technicalspecification clause 1501 87 laying brick soling layer on prepared sub grade with brick on end edging according to lines, graded and cross section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with threewheel road roller 80 100 kn as per technical specification clause 412 88 reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.ii ) km stone 89 iii ) 200 m stone 90 providing and fixing of retro reflective cautionary , mandatory and informatory sign board as per irc :67 made of 1.5 mm thick ms steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figureswith reflective tape engineering grade as per clause 1701.3.9 of mord for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean ofproperly designed foundation with m15 grade cement concrete 450x450x600 mm , 600mm below ground level as per approved drawing clause 1701.2.2. ( 600 mm circular, ( speed limit ) 91 900 mm equilateral & triangle, ( left, right curve ) 92 600 mm x 450 mm rectangular, ( school & place ) 93 at both edge for ( pcc ) 94 providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road ( new construction ) , extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of rcc pipe as per irc:981997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per irc: 98 1997 and approved drawings. 95 providing and erecting direction and place identification retro reflectorised sign asper irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 2 mm thickwith areanot exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with m 15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and technical specification clause 1701 96 providing and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 97 labour cess 1% 98 seigniorage cost 99 18% gst on total cost 100 1st year maintenance cost 101 2nd year maintenance cost 102 3rd year maintenance cost 103 4th year maintenance cost 104 5th year maintenance cost 105 labour cess 1% 106 seigniorage cost 107 18% gst on total cost...

Due Date : April 12, 2024

Tender Value : ₹ 1.17 Crore

View Tender
41
Bihar Industrial Area Development Authority - Bihar

42999173 request for proposal ( rfp ) for selection of firm / agency / supplier for supply, installation, testing and commissioning of different machines including civil, electrical and other fixtures for setting up food testing lab in upendra maharathi shilp anusandhan sansthan, patna, bihar. list of proposed equipment – chemical 1 highly sensitive triple quadrupole lcms / ms system 2 gas chromatographs with ecd, fid, fpd detector, with headspace and auto sampler ( auto sampler to be provided ) with 5 years consumable and warranty extended upto 5 years 3 gc ms ms with ecd, fid, fpd detector, with headspace and auto sampler ( auto sampler to be provided ) with 5 years consumable and warranty extended upto 5 years 4 icpms accessories and microwave digestion system 5 double beam atomic absorption spectrophotometer 6 high performance liquid chromatography ( gradient ) with uv and fld detector, auto sampler & essential columns with accessories with 5 years consumable and warranty extended upto 5 years 7 uv vis spectrophotometer 8 centrifuge with 5 years consumable and warranty extended upto 5 years 9 ultra low temperature 80 ult freezer 10 ph meter with 5 years consumable and warranty extended upto 5 years 11 elisa reader, filter based plate reader with 5 years consumable and warranty extended upto 5 years 12 heating mantles with 5 years consumable and warranty extended upto 5 years 13 laboratory precision oven uniform temperature 300 o c with 5 years consumable and warranty extended upto 5 years 14 cyclotec lab grinding millwith 5 years consumable and warranty extended upto 5 years 15 magnetic stirrer with 5 years consumable and warranty extended upto 5 years 16 magnetic stirrer with hotplate with 5 years consumable and warranty extended upto 5 years 17 block digestor for eight samples with 5 years consumable and warranty extended upto 5 years 18 moisture analyzer with 5 years consumable and warranty extended upto 5 years 19 muffle furnace 930 degree c with 5 years consumable and warranty extended upto 5 years 20 rectangular hot plate with 5 years consumable and warranty extended upto 5 years 21 refrigerated microcentrifuge with 5 years consumable and warranty extended upto 5 years 22 refrigerators, 2 to 8degreec, capacity 1000l with smart view with 5 years consumable and warranty extended upto 5 years 23 refrigerated incubator orbital shaker ( stackable ) with 5 years consumable and warranty extended upto 5 years 24 soxhlet extraction unit with 5 years consumable and warranty extended upto 5 years 25 nitrogen concentrator ( turbo vap. concentrator ) with 5 years consumable and warranty extended upto 5 years 26 solid phase extraction manifold with 5 years consumable and warranty extended upto 5 years 27 vaccum fitration apparatus along with vaccum pump with 5 years consumable and warranty extended upto 5 years 28 multi tube vortex with mixing, heating, and cooling functions with 5 years consumable and warranty extended upto 5 years 29 analytical weight box, e2 with 5 years consumable and warranty extended upto 5 years 30 analytical weight box, e2, with 5 years consumable and warranty extended upto 5 years 31 analytical balance, 220g x 0.1mg with internal calibration with 5 years consumable and warranty extended upto 5 years 32 microbalance, 5.2g x 0.001mg with internal calibration and static eliminator with 5 years consumable and warranty extended upto 5 years 33 precision balance, 6200g x 0.1 with external calibration with 5 years consumable and warranty extended upto 5 years 34 micro pipette, 30 300 μl, eppendorf with 5 years consumable and warranty extended upto 5 years 35 micropipette, 1 to 10 ml, eppendorf with 5 years consumable and warranty extended upto 5 years 36 micro pipette, 2 to 20 μl, eppendorf with 5 years consumable and warranty extended upto 5 years 37 micro pipette, 10 to 100 μl, eppendorf with 5 years consumable and warranty extended upto 5 years 38 micro pipette, 20 to 200 μl, eppendorf with 5 years consumable and warranty extended upto 5 years 39 micro pipette, 100 to 1000 μl, eppendorf with 5 years consumable and warranty extended upto 5 years 40 rotary vacuum evaporator along with heating bath, diaphragm pump, interface and recirculating chiller rotary evaporator and heating bath with 5 years consumable and warranty extended upto 5 years 41 digital stop watch list of proposed equipment – biological 1 real time pcr system with 5 years consumable and warranty extended upto 5 years 2 b.o.d cooling incubators with 5 years consumable and warranty extended upto 5 years 3 vertical laboratory autoclave ( radial locking ) with 5 years consumable and warranty extended upto 5 years 4 laboratory precision oven uniform temperature 300 o c with 5 years consumable and warranty extended upto 5 years 5 horizontal laminar air flow with 5 years consumable and warranty extended upto 5 years 6 digital top pan balance ( 20 gm 800 gm ) , with 5 years consumable and warranty extended up to 5 years 7 analytical balance ( 0.01mg 20 gm ) , with 5 years consumable and warranty extended upto 5 years 8 stability chamber with 5 years consumable and warranty extended upto 5 years 9 biosafety cabinet type ii b, with 5 years consumable and warranty extended upto 5 years 10 deep freezer 20°c, with 5 years consumable and warranty extended upto 5 years olsc 119 12 11 stomacher, with 5 years consumable and warranty extended upto 5 years 12 homogenizer / lab stirrer, with 5 years consumable and warranty extended upto 5 years outer & inner ss 13 ph meter, with 5 years consumable and warranty extended upto 5 years 14 lab grinding mill ( homogenizer ) with 5 years consumable and warranty extended upto 5 years olsc ls 01 15 vortex mixer, with 5 years consumable and warranty extended upto 5 years 16 refrigerated microcentrifuge with 5 years consumable and warranty extended upto 5 years 17 non refrigerated microcentrifuge with 5 years consumable and warranty extended upto 5 years 18 gel documentation system with printer, with 5 years consumable and warranty extended upto 5 years 19 biosafety cabinet type ii b, with 5 years consumable and warranty extended upto 5 years 20 sonicator, with 5 years consumable and warranty extended upto 5 years 21 binocular microscope / 3d microscope, with 5 years consumable and warranty extended upto 5 years 22 uv cabinet, with 5 years consumable and warranty extended upto 5 years 23 serological water bath, with 5 years consumable and warranty extended upto 5 years 24 electronic colony counter with 5 years consumable and warranty extended upto 5 years proposed cost for furniture and fixture for setting up of testing lab, dept. of industries 1 wiring for light point / fan point / exhaust fan point / call bell point with 1.5 sq.mm fr pvc insulated copper conductor single core cable in surface / recessed pvc conduit, with modular type switch, modular plate, suitable size g.i. box and earthing the point with 1.5 sq.mm. fr pvc insulated copper conductor single core cable etc.as required group c 2 wiring for light / power plug with 2x4 sq.mm fr pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduit along with 1 no 4 sq.mm. fr pvc insulated copper conductor single core cable for loop earthing as required. 3 wiring for circuit / submain wiring along with earth wire with the following sizes of fr pvc insulated copper conductor, single core cable in surface / recessed pvc conduit as required. 2x2.5 sq.mm +1x2.5 sq.mm 2 x 6 sq.mm + 1 x 6 sq.mm. earth wire 2 x 10 sq.mm. + 1 x 10 sq.mm. earth wire 4 x 2.5 sq. mm + 1 x 2.5 sq. mm earth wire 4 x 6 sq. mm + 1 x 6 sq. mm earth wire 4 x 10 sq. mm + 1 x 10 sq. mm earth wire 4 x 16 sq. mm + 1 x 16 sq. mm earth wire 4 supplying and fixing pvc / g.i box of 200mm x 250mm x 60mm deep on surface or in recess with suitable size of phenolic laminated sheet cover in fornt including painting etc as required ( adopter box above each d.b ) . 5 supplying and fixing suitable gi box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pinm 5 / 6 and 15 / 16 amps modular socket outlet and 15 / 16 amps modular switch, connection, painting etc. as required. ( for power plug ) 6 supplying and fixing suitable size g.i box with modular plate and cover in front on surface in recess including providing and fixing 3 pin, 5 / 6 amps modular socket outlet and 5 / 6 amps modular type switch, connection, painting etc., as required. ( for light plugs to be used in non residential buildings ) 7 supply & fixing 8 way double door sp & n, sheet steel, mcb distribution board, 240 volts, on surface / in recess, complete with tinned copper busbar, neutral link, earth bar, din bar, detachable gland plate, interconnections, phosphatised and powder painted including earthing etc.as required ( but without mcb / rccb / isolator ) lighting db ( a ) 40 amps double pole mcb isolator : 1 no. ( b ) outgoing 6 / 32 amps sp mcb ( b series ) :6 nos. 8 supply & fixing 4 way ( 4+12 ) double door tp & n, sheet steel, mcb distribution board, 415 volts, on surface / in recess, complete with tinned copper busbar, neutral link, earth bar, din bar, detachable gland plate, interconnections, phosphatised and powder painted including earthing etc.as required ( but without mcb / rccb / isolator ) power db ( a ) 63 amps double pole mcb isolator : 1 no. 9 ( b ) outgoing 16 / 32 amps sp mcb ( c series ) : 12 nos. s / f following modular type switch / socket on the existing modular plate and switch box including connection but excluding modular plate etc as required. 10 tv antenna socket outlet 11 s / f electronics musical call bell suitable for d.c / a.c. single phase 230 copmplete as required. 12 supplying and fixing batten / angle holder incluiding connection etc as required. 13 supplying and fixing 2 pin, 5 amp, celling rose on the existing junction box / pvc box incluiding connection etc as required. 14 s / f modular blanking plate on the existing modular plate and switch box excluding modular plate as required. 15 supplying and drawing co axial tv cable rg 6 grade, 0.7 mm solid copper conductor pe insulated, shielded with fine tinned copper braid and protected with pvc sheath in the existing surface / recessed steel / pvc conduit as required. electrical fixture fitting 16 supply and installation of 300 mm 230volt ac exhaust fan in the existing opening including making good the damage connection testing commissioning etc as required. 17 supply & installation 400 mm dia 230 volt ac wall / cabin fan including fixing the bracket making connection testing commissioning etc as required. 18 supply and fixing recess mounted 18 watt led vertical downlighter complete with all accessories and replaceable electronic driver directly on false ceiling including connection with 1.5 sq mm fr insulated copper conductor cable and earthing the body etc as required 19 supplying and fixing indoor recess mounting 36 watt led flat panel luminaire suitable for armstrong / grid ceiling and complete with electronic driver etc. directly on false ceiling including connection with 1.5 sqmm fr pvc insulated copper conductor cable and earthing the body etc as required. 20 supplying and fixing of following types lamp in the existing electrical fitting / fixtures etc. as required. 10 / 12 watt led lamp 21 supplying and fixing 90 watt led type street light with die cast aluminium housing for ingress protection of ip65 and complete with all accessories etc, on pole / building including connection with fr pvc insulated copper conductor cable and earthing the body etc. as required. 22 supplying and fixing following sizes of pvc conduit along with accessories in surface / recess including cutting the wall and making good the same in case of recessed conduit as required. section 4: fire extinguishers p / f with brackets wall mounted fire extinguishers as per details below: 23 abc power type ( stored pressure ) fire extinuisher 4 kg .capacity , isimark ( is: 15683 ) squeeze gripe valve, operating temperature ( +5 deg. to ( +55 ) deg.for class 3a type of fire with abc powder , complete in all respect. 24 co2 type fire extinguisher 4.5kg capacity isi mark ( is : 15683 ) squeeze grip value , operating temperature ( 30deg. to 55deg.foe class 13b type of fire fitted with 1mt.hose & pvc hoen, complete in all respect. earthing 25 providing and fixing 25 mm x 5 mm copper strip on surface or in recess for connections etc. as required. 26 providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing along with existing surface / recessed conduit / submain wiring / cable as required. 27 providing chemical / mineral maintenance free earthing system comprising of copper coated earth electrode 3 metre length and 17.2 mm outer dia along with 25 kg earth conductivity enhancing back fill mineral compound for earth electrode to fill up the excavated earth and earth inspection pit etc. as required. 28 providing and fixing copper tape 20 mm x 3 mm thick on parapet or surface of wall for lightning conductor complete as required. ( for horizontal run ) 29 providing and fixing copper tape 20 mm x 3 mm thick on parapet or surface of wall for lightning conductor complete as required. ( for vertical run ) air condition 30 2 ton inverter cassette ac 5 star inverter ( make: mitsubisi / daikin / toshiba / o general ) noise level indoor ( low / mid2 / mid1 / high ) in db ( a ) not below 45 / 49 / 51.outdoor in not below 54 db ( a ) 31 1.5 ton 5 star inverter split ac ( make: mitsubisi / daikin / toshiba / o general ) noise level indoor ( low / mid2 / mid1 / high ) in db ( a ) not below 45 / 49 / 51.outdoor in not below 54 db ( a ) stablizer ( voltage range: ( 90v to 230 v ) extra copper pipe & electrical wires pvc pipe for drain water fire fighting 32 supplying, installation, testing and commissioning of micro processor based intelligent addressable main fire alarm panel, central processing unit with the following loop modules and capable of supporting not less than 240 devices ( including detectors ) and minimum 120 detectors per loop and loop length up to 2 km, network communication card, minimum 320 character graphics / lcd display with touch screen or other keypad and minimum 4000 events history log in the non volatile memory ( eprom ) , power supply unit ( 230± 5% v, 50 hz ) , 48 hrs back up with 24 volt sealed maintenance free batteries with automatic charger. the panel shall have facility to connect printer to printout log and facility to have seamless integration with analog / digital voice evacuation system ( which is part of the schedule of work under sh: pa system ) and shall be complete with all accessories. the panel shall be compatible for ibms system with open protocol bacnet / modbus over ip complete as per specifications. ( edwards est ) 1 loop panel. 1 kva line interactive ups with 30 min battery back up 33 supplying and fixing intelligent addressable type multicriteria detector with base for use as heat or smoke or combined both with automatic electronic addressing, microprocessor type with builtin integrated short circuit isolator including testing, commissiong etc as reqd. 34 supplying and fixing intelligent addressable type heat detector with base with automatic electronic addressing, microprocessor type with builtin integrated short circuit isolator including testing, commissiong etc as reqd. 35 sypplying and fixing intelligent addressable manual call point having inbuilt short circuit isolator i / c testing and commissiong etc as reqd. 36 addressable sounder with interface module, power supply for sonder and programmable by software having integrated short circuit isolator & having operating temperature 10⁰c to + 55⁰c 37 analogue addressable control module with ip66 casing containing four relay outputs, each containing a potential free dpdt contact with a fail safe and in built short circuit isolator the ambient temperature range shall be 20c to +60c. 37 analogue addressable monitor module with ip66 casing containing four relayinputs, each containing a potential free dpdt contact with a fail safe and in built short circuit isolator the ambient temperature range shall be 20c to +60c. duel led response indicator ( local ) 38 supplying and fixing of following sizes of medium class pvc conduit along with accessories in surface / recess including cutting the wall and making good the same in case of recessed conduit as required. ( malhotra / anchor ) 20 mm dia 39 supplying & drawing following sizes of fr pvc insulated copper conductor single core cables in existing surface / recessed pvc conduit etc. as complete as required ( polycab / havels ) 2 x 1.5 sq.mm 40 kanex brand abc type fire extinguisher cap. 6 kg filled with mono ammonium phosphate powder 50% confirms to is 4308, stored pressure type, ugts pressure gauge, gross weight 8.9 kg, empty weight 2.9 kg, can height 530 mm, diameter 150 ± 10mm, discharge time 24 sec, controllable discharge mechanism, jet range 5 meters, average discharge is 90%, applicable on class a, b & c and electrically started fire, fire rating 4a:144b, can construction : deep drawn & co2 mig welded, epdm rubber hose with both end aluminum clamped, internal coating epoxy powder coating, external coating pure polyester powder coating ( uv resistant ) , brass forged valves with safety pin is of ss material, sheet metal thickness : 1.8 mm, isi approved is 15683:2018. 41 kanex brand co2 high pressure portable 4.5 kg fire extinguisher, filled with co2 gas as per is 15222, gross weight 16.4, empty weight 11.9 kg, control discharge mechanism fitted with 1 meter wire braided hose & flat horn with diffuser nozzle for dispersed discharge of co2, discharge time 12 sec, average discharge is 95%, applicable on class b, c and electrically started fire, fire rating 55b, internal coating is not applicable & external coating is of enamel spray painting, powder coated handle, squeeze grip type valve confirm to is 3224 isi marked, co2 cylinder construction: hot spinning by seamless pipes & bearing isi mark, body confirms to is 7285 and peso approved, extinguishers confirmed to is 15683:2018 and isi marked. 42 clean agent 2 kg fire extinguishers filled with hfc based gas electrically nonconductive non corrosive, colorless and non residual gas, applicable classes a, b, c, and electrical fires, ugts pressure gauge, gross weight 3.6 kg, empty weight 1.6 kg, height 380mm, diameter 106 ± 10mm, discharge time 12 sec, controllable discharge mechanism, jet range 3 meters, average discharge is 95%, deep drawn with mig welding technology, epdm rubber hose with special aluminum discharge nozzle, external coating pure polyester powder ( uv resistant ) , internal coating epoxy polyester powder, brass forged valves with safety pin is of ss material, fire rating 1a:21b, confirms to is 15683 & isi marked. 43 supplyy, installation, testing & commissioning of 5 lb capacity novec1230 dlp assembly with automatic valve push in connector for tube 5lb novec 1230 gas mounting bracket end linear adopter and low pressure switch for monitoring system activation. : kanex / fire trace 44 supply, installation, testing and commissioning of linear pneumatic heat detection tube with all necessary fitting and supports. ( rotarex / fire trace ) 45 supply, installation, testing & commissioning of audio visual alarm. : kanex / fire trace 46 automatic type 5 kg fire extinguishers hfc 236fa, applicable fire classes a, b & c, ugts pressure gauge, empty weight 2.64 kg, full weight 7.64 kg, can height 375mm, diameter 230 ± 10mm, sheet metal thickness : 2 mm, body construction deep drawn with mig welding technology, brass forged sprinkler valves with nozzle is specially designed to give more than 99% discharge. together with orifice characteristic to cover adequately fire risks with scattering cone of 40 to 45° angle. external pure polyester ( uv resistant ) and internal epoxy polyester powder coated, heat sensitive glass bulb of 68 °c. area covered will be 2 2.5 m2 and volume of coverage is 7 m3. brand : kanex cctv 47 network switch: 24 x 10 / 100 / 1000base t, poe, fixed, 2 x sfp 100 / 1000 mbps, 52 gbps sitching performance capacity, 39 mbps forwarding performance rate. 525 k byte packet buffer, 8k mac address table. 9k bytejumbo frame, 170 watt poe power. 48 bullet camera : 1 / 3 3 megapixel progressive scan cmos, pixels 2304 ( h ) x 1296 ( v ) , electronic shutter speed automanual, 1 / 3 ( 4 ) 1 / 100000s, min illumination 0.1 lux, f1.4 ( color ) ; 0 lux ( ir leds on ) , ir distance upto 100 ft ( 30 m ) , depending upon scene reflectance.day / night auto ( icr ) / color / bw, backlight compensation blc / hlc / dwdr , white balance auto / manual, gain control auto / manual, noise reduction3d, privacy masking upto 4 areas, lens focal length 2.7 12mm, max, aperture f1.4, focus control auto , horizontal angle of view 86 28 degree, lens type motorized focus / zoom, video compression h 264 ( main / high / baseline profile ) / mjpeg, resolution 3 mp ( 2304 x 1296 ) , 1080p ( 1920x1080 ) , 720p ( 1280x720 ) , d1 ( 704x576 / 704x480 ) , cif ( 352x288 / 352x240 ) , frame rate main stream 3 mp ( 1 20 fps ) , 1080p ( 1 25 / 30 fps ) , frame rate 49 dome camera: image sensor 1 / 3 3 magapixel progressive scan cmos, effective pixels 2304 ( h ) x 1296 ( v ) , electronic shutter speed min. illumination 0.045 lux, f2.1 ( color ) , 0 lux ( ir leds on ) , ir distance upto 100 ft ( 30 m ) , depending on scene reflectance, day / night auto ( icr ) / color / bw, backlight compensation blc / hlc / dwdr, white balance, auto / manual, gain control auto / manual, noise reduction 3d, privacy masking upto 4 areas, focal length 2.8mm, max. aperture f2.1, horizontal angle of view 92degree, lens type fixed, video compression h264 ( main / high / baseline profile ) / mjpeg, resolution 3mp ( 2304x1296 ) , 1080p ( 1920x1080 ) , 720p ( 1280x720 ) , d1 ( 704x576 / 704x480 ) 50 video recorder: simultaneous multi channel live view, real time recording, playback, network operation, remote access, usb backup, user interface support 16 bit true color graphical menu interface and mouse operation.preview screen 1 / 4 / 8 / 16 / 24 windows, ip video input 24 channels, video standard pal ( 625 line, 50t / s ) , ntsc ( 525 line, 60t / s ) , video compression h264 high profile, display moitor d1;vga & hdmi, hd ( support 1920x1080, 1280x720, 1440x900, 1260x1024, 1024x768, 800x600 ) 51 display: screen size 42 inch or above ( lg / sony / samsung / philips ) , panel technology ips, aspect ratio 16:9, native resolution 1920x1080 ( fhd ) , brightness 350nit or higher, contrast ratio 1100:1 or higher, dynamic cr 500, 000:1 or higher, viewing angle ( hxv ) 178x178, orientation portrait & landscape, operation temperature 0 degree c to 40 degree c, safety ul, eul, emc fcc class a, ip video unit 16 channel, 1 ch, rca ( 2.0 vp p, 1kohm ) two way audio input, 100 mbps incoming bandwidth, 80 mbps bandwidth, 128 remote connection, hdmi / vga output : 1 ch, resolution hard disk 4 tb camera installation and connectivity telephone 52 epabx with 50 line extension up to 80 line with 2 slt / 2 console the equipment shall be electronic type. it shall have microprocessor / micro controller based.it shall employ pcm / tdm / ip, 100% non blocking, ip digital switching technology.it shall have distributed processing architecture, slic and smt design.system power supply should be in built and smps type which input which input ranges from 90 – 265 vac, 48 60 hz & it has to be battery charger circuit inbuilt, so that, in case of power failure the psu can automatically switch to battery and vice versa. it should be suitable for dtmf as well as fsk type of telephone instruments.its capacity shall be suitable for maximum 96 numbers of c.o. lines, 120 analog extension lines and 500 ip extensions. 53 supply, installation, testing & commissioning of termination box for 50 pair epabx system complete as required 54 base phone cli ( panasonic / beetal ) landline phone with caller id facility corded phone numerical keypad 35 call logs3 display lines disclaimer, tone / pulse switchable ring led indication flash pause dynamic change over from pulse tone, 1 year manufacturer warranty 55 digital console phone 56 network switch : 24 x 10 / 100 / 1000base t, poe, fixed, 2 x sfp 100 / 1000 mbps, 52 gbps sitching performance capacity, 39 mbps forwarding performance rate, 525 k byte packet buffer, 8k mac address table, 9k byte jumbo frame, 170 watt poe power. 57 smart ups on line, 5.4 kw / 6 kva with 1 hour backup12 v 65 ah smf battery ups toplogy double conversion on line, power rating ( va / watts ) 5400watts / 6000va, form factor rack / tower convertible; output power capacity 5400 watts / 6000 va, max configurable power 5400watts / 6000va, nominal output voltage 230v, output voltage note configurable for 220 : 230 or 240 nominal output voltage, efficiency at full load 94.00%, output voltage distortion less than 3%, output frequency ( sync to mains ) 50 / 60 hz + / 3 hz, crest factor 03:01, waveform type sine wave, output connections ( 1 ) *hard wire 3 wire ( 8 ) * ( h n + g ) iec 320 c13 ( 8 ) , bypass built in bypass, output short circuit protection yes, parallel redundancy ( option ) 1 + 1, nominal input voltage 230v, input power factor>0.98, input frequency 40 70hz, input connections terminal block, protection thermal circuit breaker ( 250vac / 20a ) , input voltage range for main operations full load 160 285v, input voltage range for mains operation half load 160 285v, high voltage withstand capability 420 vac, green mode range 210 250 vac ( 230 v ) , battery type mintenance free sealed lead acid battery with suspended, electrolyte. 12v 65 ah smf battery for 60 min battery back up. 58 supplying and drawing following pair 0.5 sq. mm fr pvc insulated annealed copper conductor, unarmoured telephone cable in the existing surface / recessed pvc conduit as required. 2 pair networking 59 supplying & fixing rj 45 type computer socket suitable for cat 6 on modue gi box along with base and cover plate in surface or in recess including making connection , soldering etc as required. supplying and drawing utp 4 pair cat 6 lan cable patch cord 1 meter patch cord 2 meter 60 24 port gbe smart managed switch with gbe uplink interfaces 24 ports 10 / 100 / 1000mbps+4 sfp;port standards & functions ieee 802.3 10base t ethernet ( twisted pair copper ) , ieee 802.3u 100basetx fast ethernet ( twisted pair copper ) , ieee 802.3ab 1000base t gigabit ethernet ( twisted pair copper ) , ieee 802.3az compliance autonegotiation, ieee 802.3x flow control; full / half duplex full / half duplex for 10 / 100 mbps speeds, full duplex for gigabit speed;media interface exchange auto mdi / mdix adjustment for all twisted pair ports;switching capacity 56 gbps; transmission method store and forward; mac address table 16, 000 entries per device, maximum 64 bytes packet forwarding rate 41.7 mpps, packet buffer memory 1.5 mb, maximum power consumption 22.45 watts, standby power consumption 17.84 w / 240 v, acoustics 0 dba heat dissipation 76.55 btu / hr certifications ce ( lvd ) 61 category 6, utp 24 port patch panel size 482.6mm x 44.2 ( 19’’ x 1u ) , panel material steel fully powder coated, unshielded rj 45, plug insertion cycle 750 times dc resistance 72ω max, voltage rating 72 vdc max, current rating 1.5a max 62 supply fitting fixing rack 19 12u fully powder coated complete etc as required with complete accessories ( 5 amp x 6 socket, wire manager, rack fan ) valrack / netrack make. 63 wireless n access point interface one 10 / 100mbps rj45 port ( auto mdi / mdix ) , button wps button, reset button, external power supply 9vdc / 0.6a, antenna type 5dbi detachable omni directional antenna, frequency 2.4 2.4835ghz, wireless standards ieee 802.11n, ieee 802.11g, ieee 802.11b, wireless security ssid enable / disable mac address filter 64 / 128 / 152 bit wep encryption wpa / wpa2 / wpa psk / wpa2 psk ( aes / tkip ) encryption wireless modes ap mode, multi ssid mode, client mode, repeater mode ( wds / universal ) , bridge mode, tplink / cisco / netgear panel meter board mb 1 incomer 125a, 415v, ics=icu=25ka rupturing capacity, fp, mccb with extended rotary handle 1 no. 1 no. type 1+2 class i+ii lightning surge arrester 3 pole plus neautral. obo make type no. v25 b+c 3npe385 as per item no. 5094478 with mpcb busbar heat shrinked colour coded aluminium bus bars with smc / dmc busbar supports, nuts & bolts with spring washers. a set of tpn 200a al bus bars. current density shall be 1a / sq.mm instrumentation for incoming 1 no. three phase 0 500v digital voltmeter with selector switch 1 no. 0 125a digital ammeter with cts 125 / 5a and selecter witch 1 set of led type phase indicating lamps with hrc fuses meter compartments meter compartments with electonic meters three phase direct type 10 nos. the vendor shall submit details before fabrication outgoings 25 32a fp mcb 12 nos. supply of main l.t. panel fabricated out of 16swg m.s. iron sheets, compartmentalized type, with epoxy powder protective paint having sufficient housing compartpents for mounting of switchgears as per below mentioned specifications, make: kde / scpl / equivalent design, fabrication and supply of suitable electrical grade enclosure, compartmentalized type with epoxy powder protective paint and panel is to be fabricated out of 16swg make: kde / scpl / equivalent supply and installation of 1000 amp of electrolytic aluminium busbar for power load section. supply and installation of proper dmc busbar supporting system suitable for 1000 amp ratings. 250 amp, 35 ka, tpmccb supply of 160amp, 4pole mccb extended rotary handle make: abb / ge / siemens. 25 / 100 amps. 4 pole mccb, 16 ka cable 3.5 core, 300 sq. mm xlpe / pvc insulated sheathed ( heavy duty ) armoured electric cable with aluminium conductor. 3.5 core, 95 sq. mm xlpe / pvc 3.5 core, 150 sq. mm xlpe / pvc 3.5 core, 185 sq. mm xlpe / pvc detailed estimate for the proposed renovation and upgradation work for food test lab at first & 2nd floor, patliputra industrial area, patna. n.s. 1 parking deck flooring with high build, solvent free textured finish epoxy coating with roller applied 5 mm thick epoxy resin based floor coating nitoflor fc150 over epoxy resin screed nitoflor tf 5000 the intended surface shall be prepared by mile scarification to get mechanical key effect to the primer and the concrete surface for ensuring maximum bonding. strong degrease shall be used to remove the oil deposit on the concrete if any. dust and loose particles shall be cleaned using vacuum cleaners . after which nitoprime 25 shall be applied after mixing the base and hardener mechanically using a slow speed heavy duty drilling machine ( 400 to 500 rpm ) fitted with a suitable paddle to achieve homogeneous mix and applied on the prepared surface. after primer nitoflor tf 5000 shall be applied as a base layer after mixing the base hardener and aggregates throughly and poured on the primed surface and spread evenly to maintain the required thickness of 3 mm. the material should be tampered with a wooden float to ensure complete compaction and finally finished to closed even texture using a steel trowel and cured for seven days. as a finishing coat nitoflor fc 150 shall be applied over the screed surface after mixing mechanically the three components using heavy duty slow speed paddle mixer until achieving a homogeneous mix and spread on the prepared area using medium haired rol;ler for a thickness of 400 microns in two coat. 8.2 providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement: 4 coarse sand ) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing etc. complete at all levels. 8.2.2 granite of any colour and shade 8.2.2.2 area of slab over 0.50 sqm 8.3 extra for providing edge moulding to 19 mm thick marble stone counters, vanities etc. over item no. 8.2 mm thick marble stone counters, vanities etc. over item no. 8.2 including machine polishing to edge to give high gloss finish etc. complete as per design approved by engineer in charge. granite work 8.3.2 granite work 26.27 providing and fixing mineral fibre false ceiling tiles at all heights of size 595x595mm of approved texture, design and pattern. the tiles should have humidity resistance ( rh ) of 99%, light reflectance ≥85%, thermal conductivity k=0.057 w / m k, fire performance as per ( bs 476 pt 6 & 7 ) in true horizontal level suspended on interlocking t grid of hot dipped all round galvanised iron section of 0.33mm thick ( galvanized @120gsm ) comprising of main t runners of 15x32mm of length 3000mm, cross t of size15x32mm of length 1200mm and secondary intermediate cross t of size 15x32mm of length600mm to form grid module of size 600x600mm suspended from ceiling using galvanized mild steel item ( galvanised @80gsm ) 50mm long 8mm outer diameter m 6 dash fasteners, 6mm diameter fully threaded hanger rod upto 1000mm length and l shape level adjuster of size 85x25x2mm, spaced at 1200mm centre to centre along main t. the system should rest on periphery walls / partitions with the help of gi perimeter wall angle of size 24x24x3000mm made of 0.40 mm thick sheet, to be fixed to the wall with the help of plastic rawl plug at 450mm centre to centre & 40mm long dry wall s.s. screws. the exposed bottom portion of all t sections used in false ceiling support system shall be prepainted with polyester baked paint, for all heights. the work shall be carried out as per specifications, drawings and as per directions of the engineer in charge. 26.27.2 with 20mm thick beveled tegular mineral fibre false ceiling tile ( nrc0.7 ) . 12.45.3 providing and fixing false ceiling at all height including providing and fixing of frame work made up of special sections power pressed from m.s. sheet and galvanized in accordance with zinc coating of 120 gms / sqm as per is:277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm at 1200 mm centre to centre one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts to the angle hanger of 25x25x5 mm of required length, and other end of angle hanger being fixed with nut and bolts to g.i. channels 45x15x0.9 mm running at the rate of 1200 mm centre to centre to which the ceiling section 0.5mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having clips of 10.5 mm centre to centre shall be fixed in a direction perpendicular to g.i. channel with connection clips made out of 2.64 mm dia x 230 mm long g.i. wire at every junction including fixing the gypsum board with ceiling section and perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall / partition with the help of rawl plugs at 450 mm centre to centre with 25 mm long drive all screws @230 mm interval including jointing and fixing to a flush finish of tapered and square edges of the gypsum board with recommended filler, paper tapes, finishers and two coats of primer suitable for gypsum board as per manufacturers specification and also including the coat of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed all complete as per the drawing and specification and direction of the the engineer in charge but excluding the cost of painting. 12.5 mm thick tapered edge gypsum moisture resistant board 12.62 extra for any sunk or raised moulding in the plaster of paris ( gypsum anhydrous ) ceilng .all complete as per specification and direction of e / i. ns 2 supplying fitting and fixing roman blinds in jacard cloth finish as per company specification and as per approved colour and sample inclusive of all taxes and royalty all complete as per specifications / approval and direction of engineer in charge. n.s. 3 providing & fixing double skin laminated both side wpc partition upto specified height with 1.0 mm lamination of greenply / marino / century mica over 12 mm thick wpc of alstone / greenply / century ( min wt. 550kg / cum ) make fitted and fixed both sides over aluminium frame of 50 x 50mm posts at 60 cm centres and 50x50mm horizontal members at approx 60 cm centers including cost of anchoring the partition to floors, walls and ceiling properly as per drawing including making hidden doors as per drawing all complete as per drawing, specifications and direction of e / i. providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of engineer in charge ( door handle , lock, and stopper etc . n.s 4 supplying fitting and fixing glass door handles, h type ( qbghl 5 ) made up of stainless steel brushed steel finish 300 mm heigh / equivalent make all complete including taxes and royalty as per approval and direction of e / i. n.s 5 supplying fixing and fitting high security corner lock for patch fitting ( qbpl 1 make ) brushed steel finish made of graded aluminium alloy cast housing slim and compact size light in weight all complete as per specification and direction of e / i ns 6 providing and fixing of 1.0mm laminated ( greenlam / century / merino ) panelling upto specified height over 12 mm thick wpc board of alstone / greenply / century make fitted and fixed over aluminium frame of 25 x 25mm posts at 30 cm centres and 25 x 25mm horizontal members at approx 30 cm centers including cost of anchoring the panelling to walls properly including termite treatment as per drawing specification and direction of e / i. 14.1.1 repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground, all complete as per direction of e / i. cement mortar 1:4. 13.74 removing white or colour wash by scraping and sand papering and preparing the surface smooth including necessary repair scratches etc. complete 13.80 a.2 providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 13.92 wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade. 13.92.1 two or more coat on new surface. 9.48 providing and fixing m.s grills of required pattern in frames of windows etc. with m.s flats, square or round bars etc. all comlete. 9.48.1 fixed to steel windows by welding. 13.94 painting with sythetic enamel paint of approved brand and manufacture to give an even shade. 13.94.1 two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. 15.23 dismantling tile works in floor and roofs laid in cement mortar including stacking material within 50 metres lead. 15.23.2 for thickness of tiles above 25 mm and upto 40 mm 15.7 demolishing brick work including stacking of serviceable material and disposal of unserviceable materials within 50 metres lead : 15.7.4 in cement mortar disposal of building rubbish / malba / similar unserviceable, dismantled or waste waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by engineer in charge, beyond 50 m initial section 3: electrical work s.h. i : wiring 1.3.3 point wiring in pvc conduit, with modular type switch: wiring for light point / fan point / exhaust fan point / call bell point with 1.5 sq mm fr pvc insulated copper conductor single core cable in surface / recessed pvc conduit, with modular switch, modular plate, suitable g.i. box etc. as required. group c 1.4 twin control point wiring in pvc conduit with modular type switch: wiring for twin control light point with 1.5 sq mm fr pvc insulated copper conductor single core cable in surface / recessed pvc conduit, 2 way modular switch, modular plate, suitable g.i. box etc. as required. 1.5 power plug wiring in pvc conduit ( 2x4 sq. mm ) : wiring for light / power plug with 2 x 4 sq. mm fr pvc insulated copper conductor single core cable in surface / recessed pvc conduit alongwith 1 no. 4 sq. mm fr pvc insulated copper conductor singlre core cable for loop earthing as required. ( for 15 amp socket ) 1.7 circuit / sub main wiring in pvc conduit : wiring for circuit / submain wiring alongwith earthwire with the following sizes of pvc insulated copper conductor, singlre core cable in surface / recessed pvc conduit as required. 1.7.1 2 x 1.5 sq.mm. + 1 x 1.5 sq. mm earth wire 1.7.2 2 x 2.5 sq.mm. + 1 x 2.5 sq. mm earth wire 40185 4 x 4 sq.mm. + 1 x 4 sq. mm earth wire 40550 4x 6 sq.mm. + 1 x 6 sq. mm earth wire 1.16 telephone wiring in existing conduit: supplying and drawing following pair, 0.5 sq. mm fr pvc insulated copper conductor, unarmoured telephone cables in existing surface / recessed pvc conduit as required 1.16.2 2 pair 1.21 s / f pvc conduit: supplying and fixing of following sizes of pvc conduit along with accessories in surface / recess including cutting the wall and making good the same in case of recess conduit as required. 1.21.1 20 mm 1.24 s / f modular type switch / socket : supplying and fixing following modular type switch / socket on the existing modular switch / socketon the existing modular plate& switch box including connections but excluding modular plate etc. as required. 1.24.4 3 pin, 5 / 6 amps socket outlet 1.24.5 6 pin, 15 / 16 amps socket outlet 1.24.6 telephone socket outlet 1.24.8 bell push 1.27.1 s / f modular boxes, base & cover plate: supplying and fixing following size / modules, gi box along with modular base & cover plate for modular switches in recess as required. 1 or 2 module ( 75 mm x 75 mm ) 1.31 s / f light plug point modular type accessories: supplying and fixing suitable size gi box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5 / 6 amps modular socket outlet and 5 / 6 amps modular switch, connection, painting etc. as required. ( for light plugs to be used in non residential buildings. ) 1.32 s / f power plug point modular type accessories: supplying and fixing suitable size gi box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5 / 6 & 15 / 16 amps modular socket outlet and 15 / 16 amps modular switch, connection, painting etc. as required. 5.4 supplying and fixing replaceable compact commercial batten suitable for single tb led tube complete with 20 watt led polycarbonate tb tube with built in driver etc. directly on wall / ceiling including connections with 1.5 sq. mm fr pvc insulated copper conductor etc. as required. 1.37 providing and fixing ding dong call bell suitable for single phase, 230 volts complete as required. 8.15 supply and installation of regular / standard model a.c. ceiling fan of 1200 mm sweep with service value ( cm / mm ) minimum 4.00, air delivery minimum 270 cum / min including wiring the down rods of standard length ( upto 30 cm ) with 1.5 sq mm fr pvc insulated copper conductor etc as required. 5.7 supplying and fixing recess mounted following types led downlighter with minimum efficacy 100 lm / w in pressure die cast aluminium housing and integrated electronic driver etc directly on ceiling including connections with 1.5 sq.mm frls pvc insulated copper conductor cable etc as required. 5.7.1 5 / 7 watt 5.7.5 18 watt 5.9 supplying and fixing recess mounted 36 watt led flat panel ( 2 x 2 ) with minimum efficacy 100 lm / w which provides soft light and glare free symmetrical illumination suitable for armstrong / grid ceiling and integrated electronic driver etcdirectly on false ceiling including connections with 1.5 sq.mm frls pvc insulated copper conductor cable etc as required. 5.11 supplying and fixing wall mounted light bracket / fixture made with polycarbonate suitable for single 9 / 10 watt led lamp directly on wall including connections etc as required. ( but without lamp ) 6.1.6 supplying and fixing of following types lamp in the existing electrical fitting / fixtures etc. as required. 14 / 15 watt cfl lamp. 2.12 s / f c series, sp mcb: supplying and fixing following rating, 240 / 415 volts, c curve, miniature circuit breaker, suitable for inductive load of following poles in the existing mcb db complete with connections, testing and commissioning etc. as required. 2.12.1 6 / 32 amps, single pole 2.12.2 6 / 32 amps, spn 2.12.4 6 / 32 amps, triple pole and neutral 2.12.8 40 amps, triple pole and neutral 2.19 supplying and fixing 20amp 240 volts spn mcb industrial type, power socket with 25amp spn mcb and 25 amps top in proper size steel box and plate as required. all complete as per instructions of elec.er. / architect. 8.11 supply and fixing of fabricated electrical control panel of cubical construction, floor / wall mounted type, fabricated out of 16 swg crca sheet, compartmentalised with hinged doors, dust and vermin proof, powder coated painting of approved shade after 7 tank treatment process, cable alley, internal wiring, earth terminals, bus bar chamber, insulator and complete in all respect etc and panel manufactures must be approved by cpri. ( but without ryb inicator, ammeter, voltmeter, inter connection copper conductor cable / solid copper strip, switchgears etc. ) ...

Due Date : April 06, 2024

Tender Value : ₹ 12.47 Crore

View Tender
42
Bihar Industrial Area Development Authority - Bihar

42981157 request for proposal ( rfp ) for selection of firm / agency / supplier for supply, installation, testing and commissioning of different machines including civil, electrical and other fixtures for setting up food testing lab in upendra maharathi shilp anusandhan sansthan, patna, bihar. 1 highly sensitive triple quadrupole lcms / ms system 2 gas chromatographs with ecd, fid, fpd detector, with headspace and auto sampler ( auto sampler to be provided ) with 5 years consumable and warranty extended upto 5 years 3 gc ms ms with ecd, fid, fpd detector, with headspace and auto sampler ( auto sampler to be provided ) with 5 years consumable and warranty extended upto 5 years 4 icpms accessories and microwave digestion system 5 double beam atomic absorption spectrophotometer 6 high performance liquid chromatography ( gradient ) with uv and fld detector, auto sampler & essential columns with accessories with 5 years consumable and warranty extended upto 5 years 7 uv vis spectrophotometer 8 centrifuge with 5 years consumable and warranty extended upto 5 years 9 ultra low temperature 80 ult freezer 10 ph meter with 5 years consumable and warranty extended upto 5 years 11 elisa reader, filter based plate reader with 5 years consumable and warranty extended upto 5 years 12 heating mantles with 5 years consumable and warranty extended upto 5 years 13 laboratory precision oven uniform temperature 300 o c with 5 years consumable and warranty extended upto 5 years 14 cyclotec lab grinding millwith 5 years consumable and warranty extended upto 5 years 15 magnetic stirrer with 5 years consumable and warranty extended upto 5 years 16 magnetic stirrer with hotplate with 5 years consumable and warranty extended upto 5 years 17 block digestor for eight samples with 5 years consumable and warranty extended upto 5 years 18 moisture analyzer with 5 years consumable and warranty extended upto 5 years 19 muffle furnace 930 degree c with 5 years consumable and warranty extended upto 5 years 20 rectangular hot plate with 5 years consumable and warranty extended upto 5 years 21 refrigerated microcentrifuge with 5 years consumable and warranty extended upto 5 years 22 refrigerators, 2 to 8degreec, capacity 1000l with smart view with 5 years consumable and warranty extended upto 5 years 23 refrigerated incubator orbital shaker ( stackable ) with 5 years consumable and warranty extended upto 5 years 24 soxhlet extraction unit with 5 years consumable and warranty extended upto 5 years 25 nitrogen concentrator ( turbo vap. concentrator ) with 5 years consumable and warranty extended upto 5 years 26 solid phase extraction manifold with 5 years consumable and warranty extended upto 5 years 27 vaccum fitration apparatus along with vaccum pump with 5 years consumable and warranty extended upto 5 years 28 multi tube vortex with mixing, heating, and cooling functions with 5 years consumable and warranty extended upto 5 years 29 analytical weight box, e2 with 5 years consumable and warranty extended upto 5 years 30 analytical weight box, e2, with 5 years consumable and warranty extended upto 5 years 31 analytical balance, 220g x 0.1mg with internal calibration with 5 years consumable and warranty extended upto 5 years 32 microbalance, 5.2g x 0.001mg with internal calibration and static eliminator with 5 years consumable and warranty extended upto 5 years 33 precision balance, 6200g x 0.1 with external calibration with 5 years consumable and warranty extended upto 5 years 34 micro pipette, 30 300 μl, eppendorf with 5 years consumable and warranty extended upto 5 years 35 micropipette, 1 to 10 ml, eppendorf with 5 years consumable and warranty extended upto 5 years 36 micro pipette, 2 to 20 μl, eppendorf with 5 years consumable and warranty extended upto 5 years 37 micro pipette, 10 to 100 μl, eppendorf with 5 years consumable and warranty extended upto 5 years 38 micro pipette, 20 to 200 μl, eppendorf with 5 years consumable and warranty extended upto 5 years 39 micro pipette, 100 to 1000 μl, eppendorf with 5 years consumable and warranty extended upto 5 years 40 rotary vacuum evaporator along with heating bath, diaphragm pump, interface and recirculating chiller rotary evaporator and heating bath with 5 years consumable and warranty extended upto 5 years 41 digital stop watch , 1 real time pcr system with 5 years consumable and warranty extended upto 5 years 2 b.o.d cooling incubators with 5 years consumable and warranty extended upto 5 years 3 vertical laboratory autoclave ( radial locking ) with 5 years consumable and warranty extended upto 5 years 4 laboratory precision oven uniform temperature 300 o c with 5 years consumable and warranty extended upto 5 years 5 horizontal laminar air flow with 5 years consumable and warranty extended upto 5 years 6 digital top pan balance ( 20 gm 800 gm ) , with 5 years consumable and warranty extended up to 5 years 7 analytical balance ( 0.01mg 20 gm ) , with 5 years consumable and warranty extended upto 5 years 8 stability chamber with 5 years consumable and warranty extended upto 5 years 9 biosafety cabinet type ii b, with 5 years consumable and warranty extended upto 5 years 10 deep freezer 20°c, with 5 years consumable and warranty extended upto 5 years olsc 119 12 11 stomacher, with 5 years consumable and warranty extended upto 5 years 12 homogenizer / lab stirrer, with 5 years consumable and warranty extended upto 5 years outer & inner ss 13 ph meter, with 5 years consumable and warranty extended upto 5 years 14 lab grinding mill ( homogenizer ) with 5 years consumable and warranty extended upto 5 years olsc ls 01 15 vortex mixer, with 5 years consumable and warranty extended upto 5 years 16 refrigerated microcentrifuge with 5 years consumable and warranty extended upto 5 years 17 non refrigerated microcentrifuge with 5 years consumable and warranty extended upto 5 years 18 gel documentation system with printer, with 5 years consumable and warranty extended upto 5 years 19 biosafety cabinet type ii b, with 5 years consumable and warranty extended upto 5 years 20 sonicator, with 5 years consumable and warranty extended upto 5 years 21 binocular microscope / 3d microscope, with 5 years consumable and warranty extended upto 5 years 22 uv cabinet, with 5 years consumable and warranty extended upto 5 years 23 serological water bath, with 5 years consumable and warranty extended upto 5 years 24 electronic colony counter with 5 years consumable and warranty extended upto 5 years 1 wiring for light point / fan point / exhaust fan point / call bell point with 1.5 sq.mm fr pvc insulated copper conductor single core cable in surface / recessed pvc conduit, with modular type switch, modular plate, suitable size g.i. box and earthing the point with 1.5 sq.mm. fr pvc insulated copper conductor single core cable etc.as required group c 2 wiring for light / power plug with 2x4 sq.mm fr pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduit along with 1 no 4 sq.mm. fr pvc insulated copper conductor single core cable for loop earthing as required. 3 wiring for circuit / submain wiring along with earth wire with the following sizes of fr pvc insulated copper conductor, single core cable in surface / recessed pvc conduit as required. 2x2.5 sq.mm +1x2.5 sq.mm 2 x 6 sq.mm + 1 x 6 sq.mm. earth wire 2 x 10 sq.mm. + 1 x 10 sq.mm. earth wire 4 x 2.5 sq. mm + 1 x 2.5 sq. mm earth wire 4 x 6 sq. mm + 1 x 6 sq. mm earth wire 4 x 10 sq. mm + 1 x 10 sq. mm earth wire 4 x 16 sq. mm + 1 x 16 sq. mm earth wire 4 supplying and fixing pvc / g.i box of 200mm x 250mm x 60mm deep on surface or in recess with suitable size of phenolic laminated sheet cover in fornt including painting etc as required ( adopter box above each d.b ) . 5 supplying and fixing suitable gi box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pinm 5 / 6 and 15 / 16 amps modular socket outlet and 15 / 16 amps modular switch, connection, painting etc. as required. ( for power plug ) 6 supplying and fixing suitable size g.i box with modular plate and cover in front on surface in recess including providing and fixing 3 pin, 5 / 6 amps modular socket outlet and 5 / 6 amps modular type switch, connection, painting etc., as required. ( for light plugs to be used in non residential buildings ) 7 supply & fixing 8 way double door sp & n, sheet steel, mcb distribution board, 240 volts, on surface / in recess, complete with tinned copper busbar, neutral link, earth bar, din bar, detachable gland plate, interconnections, phosphatised and powder painted including earthing etc.as required ( but without mcb / rccb / isolator ) lighting db ( a ) 40 amps double pole mcb isolator : 1 no. ( b ) outgoing 6 / 32 amps sp mcb ( b series ) :6 nos. 8 supply & fixing 4 way ( 4+12 ) double door tp & n, sheet steel, mcb distribution board, 415 volts, on surface / in recess, complete with tinned copper busbar, neutral link, earth bar, din bar, detachable gland plate, interconnections, phosphatised and powder painted including earthing etc.as required ( but without mcb / rccb / isolator ) power db ( a ) 63 amps double pole mcb isolator : 1 no. 9 ( b ) outgoing 16 / 32 amps sp mcb ( c series ) : 12 nos. s / f following modular type switch / socket on the existing modular plate and switch box including connection but excluding modular plate etc as required. 10 tv antenna socket outlet 11 s / f electronics musical call bell suitable for d.c / a.c. single phase 230 copmplete as required. 12 supplying and fixing batten / angle holder incluiding connection etc as required. 13 supplying and fixing 2 pin, 5 amp, celling rose on the existing junction box / pvc box incluiding connection etc as required. 14 s / f modular blanking plate on the existing modular plate and switch box excluding modular plate as required. 15 supplying and drawing co axial tv cable rg 6 grade, 0.7 mm solid copper conductor pe insulated, shielded with fine tinned copper braid and protected with pvc sheath in the existing surface / recessed steel / pvc conduit as required. electrical fixture fitting 16 supply and installation of 300 mm 230volt ac exhaust fan in the existing opening including making good the damage connection testing commissioning etc as required. 17 supply & installation 400 mm dia 230 volt ac wall / cabin fan including fixing the bracket making connection testing commissioning etc as required. 18 supply and fixing recess mounted 18 watt led vertical downlighter complete with all accessories and replaceable electronic driver directly on false ceiling including connection with 1.5 sq mm fr insulated copper conductor cable and earthing the body etc as required 19 supplying and fixing indoor recess mounting 36 watt led flat panel luminaire suitable for armstrong / grid ceiling and complete with electronic driver etc. directly on false ceiling including connection with 1.5 sqmm fr pvc insulated copper conductor cable and earthing the body etc as required. 20 supplying and fixing of following types lamp in the existing electrical fitting / fixtures etc. as required. 10 / 12 watt led lamp 21 supplying and fixing 90 watt led type street light with die cast aluminium housing for ingress protection of ip65 and complete with all accessories etc, on pole / building including connection with fr pvc insulated copper conductor cable and earthing the body etc. as required. 22 supplying and fixing following sizes of pvc conduit along with accessories in surface / recess including cutting the wall and making good the same in case of recessed conduit as required. section 4: fire extinguishers p / f with brackets wall mounted fire extinguishers as per details below: 23 abc power type ( stored pressure ) fire extinuisher 4 kg .capacity , isimark ( is: 15683 ) squeeze gripe valve, operating temperature ( +5 deg. to ( +55 ) deg.for class 3a type of fire with abc powder , complete in all respect. 24 co2 type fire extinguisher 4.5kg capacity isi mark ( is : 15683 ) squeeze grip value , operating temperature ( 30deg. to 55deg.foe class 13b type of fire fitted with 1mt.hose & pvc hoen, complete in all respect. earthing 25 providing and fixing 25 mm x 5 mm copper strip on surface or in recess for connections etc. as required. 26 providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing along with existing surface / recessed conduit / submain wiring / cable as required. 27 providing chemical / mineral maintenance free earthing system comprising of copper coated earth electrode 3 metre length and 17.2 mm outer dia along with 25 kg earth conductivity enhancing back fill mineral compound for earth electrode to fill up the excavated earth and earth inspection pit etc. as required. 28 providing and fixing copper tape 20 mm x 3 mm thick on parapet or surface of wall for lightning conductor complete as required. ( for horizontal run ) 29 providing and fixing copper tape 20 mm x 3 mm thick on parapet or surface of wall for lightning conductor complete as required. ( for vertical run ) air condition 30 2 ton inverter cassette ac 5 star inverter ( make: mitsubisi / daikin / toshiba / o general ) noise level indoor ( low / mid2 / mid1 / high ) in db ( a ) not below 45 / 49 / 51.outdoor in not below 54 db ( a ) 31 1.5 ton 5 star inverter split ac ( make: mitsubisi / daikin / toshiba / o general ) noise level indoor ( low / mid2 / mid1 / high ) in db ( a ) not below 45 / 49 / 51.outdoor in not below 54 db ( a ) stablizer ( voltage range: ( 90v to 230 v ) extra copper pipe & electrical wires pvc pipe for drain water fire fighting 32 supplying, installation, testing and commissioning of micro processor based intelligent addressable main fire alarm panel, central processing unit with the following loop modules and capable of supporting not less than 240 devices ( including detectors ) and minimum 120 detectors per loop and loop length up to 2 km, network communication card, minimum 320 character graphics / lcd display with touch screen or other keypad and minimum 4000 events history log in the non volatile memory ( eprom ) , power supply unit ( 230± 5% v, 50 hz ) , 48 hrs back up with 24 volt sealed maintenance free batteries with automatic charger. the panel shall have facility to connect printer to printout log and facility to have seamless integration with analog / digital voice evacuation system ( which is part of the schedule of work under sh: pa system ) and shall be complete with all accessories. the panel shall be compatible for ibms system with open protocol bacnet / modbus over ip complete as per specifications. ( edwards est ) 1 loop panel. 1 kva line interactive ups with 30 min battery back up 33 supplying and fixing intelligent addressable type multicriteria detector with base for use as heat or smoke or combined both with automatic electronic addressing, microprocessor type with builtin integrated short circuit isolator including testing, commissiong etc as reqd. 34 supplying and fixing intelligent addressable type heat detector with base with automatic electronic addressing, microprocessor type with builtin integrated short circuit isolator including testing, commissiong etc as reqd. 35 sypplying and fixing intelligent addressable manual call point having inbuilt short circuit isolator i / c testing and commissiong etc as reqd. 36 addressable sounder with interface module, power supply for sonder and programmable by software having integrated short circuit isolator & having operating temperature 10⁰c to + 55⁰c 37 analogue addressable control module with ip66 casing containing four relay outputs, each containing a potential free dpdt contact with a fail safe and in built short circuit isolator the ambient temperature range shall be 20c to +60c. 37 analogue addressable monitor module with ip66 casing containing four relayinputs, each containing a potential free dpdt contact with a fail safe and in built short circuit isolator the ambient temperature range shall be 20c to +60c. duel led response indicator ( local ) 38 supplying and fixing of following sizes of medium class pvc conduit along with accessories in surface / recess including cutting the wall and making good the same in case of recessed conduit as required. ( malhotra / anchor ) 20 mm dia 39 supplying & drawing following sizes of fr pvc insulated copper conductor single core cables in existing surface / recessed pvc conduit etc. as complete as required ( polycab / havels ) 2 x 1.5 sq.mm 40 kanex brand abc type fire extinguisher cap. 6 kg filled with mono ammonium phosphate powder 50% confirms to is 4308, stored pressure type, ugts pressure gauge, gross weight 8.9 kg, empty weight 2.9 kg, can height 530 mm, diameter 150 ± 10mm, discharge time 24 sec, controllable discharge mechanism, jet range 5 meters, average discharge is 90%, applicable on class a, b & c and electrically started fire, fire rating 4a:144b, can construction : deep drawn & co2 mig welded, epdm rubber hose with both end aluminum clamped, internal coating epoxy powder coating, external coating pure polyester powder coating ( uv resistant ) , brass forged valves with safety pin is of ss material, sheet metal thickness : 1.8 mm, isi approved is 15683:2018. 41 kanex brand co2 high pressure portable 4.5 kg fire extinguisher, filled with co2 gas as per is 15222, gross weight 16.4, empty weight 11.9 kg, control discharge mechanism fitted with 1 meter wire braided hose & flat horn with diffuser nozzle for dispersed discharge of co2, discharge time 12 sec, average discharge is 95%, applicable on class b, c and electrically started fire, fire rating 55b, internal coating is not applicable & external coating is of enamel spray painting, powder coated handle, squeeze grip type valve confirm to is 3224 isi marked, co2 cylinder construction: hot spinning by seamless pipes & bearing isi mark, body confirms to is 7285 and peso approved, extinguishers confirmed to is 15683:2018 and isi marked. 42 clean agent 2 kg fire extinguishers filled with hfc based gas electrically nonconductive non corrosive, colorless and non residual gas, applicable classes a, b, c, and electrical fires, ugts pressure gauge, gross weight 3.6 kg, empty weight 1.6 kg, height 380mm, diameter 106 ± 10mm, discharge time 12 sec, controllable discharge mechanism, jet range 3 meters, average discharge is 95%, deep drawn with mig welding technology, epdm rubber hose with special aluminum discharge nozzle, external coating pure polyester powder ( uv resistant ) , internal coating epoxy polyester powder, brass forged valves with safety pin is of ss material, fire rating 1a:21b, confirms to is 15683 & isi marked. 43 supplyy, installation, testing & commissioning of 5 lb capacity novec1230 dlp assembly with automatic valve push in connector for tube 5lb novec 1230 gas mounting bracket end linear adopter and low pressure switch for monitoring system activation. : kanex / fire trace 44 supply, installation, testing and commissioning of linear pneumatic heat detection tube with all necessary fitting and supports. ( rotarex / fire trace ) 45 supply, installation, testing & commissioning of audio visual alarm. : kanex / fire trace 46 automatic type 5 kg fire extinguishers hfc 236fa, applicable fire classes a, b & c, ugts pressure gauge, empty weight 2.64 kg, full weight 7.64 kg, can height 375mm, diameter 230 ± 10mm, sheet metal thickness : 2 mm, body construction deep drawn with mig welding technology, brass forged sprinkler valves with nozzle is specially designed to give more than 99% discharge. together with orifice characteristic to cover adequately fire risks with scattering cone of 40 to 45° angle. external pure polyester ( uv resistant ) and internal epoxy polyester powder coated, heat sensitive glass bulb of 68 °c. area covered will be 2 2.5 m2 and volume of coverage is 7 m3. brand : kanex cctv 47 network switch: 24 x 10 / 100 / 1000base t, poe, fixed, 2 x sfp 100 / 1000 mbps, 52 gbps sitching performance capacity, 39 mbps forwarding performance rate. 525 k byte packet buffer, 8k mac address table. 9k bytejumbo frame, 170 watt poe power. 48 bullet camera : 1 / 3 3 megapixel progressive scan cmos, pixels 2304 ( h ) x 1296 ( v ) , electronic shutter speed automanual, 1 / 3 ( 4 ) 1 / 100000s, min illumination 0.1 lux, f1.4 ( color ) ; 0 lux ( ir leds on ) , ir distance upto 100 ft ( 30 m ) , depending upon scene reflectance.day / night auto ( icr ) / color / bw, backlight compensation blc / hlc / dwdr , white balance auto / manual, gain control auto / manual, noise reduction3d, privacy masking upto 4 areas, lens focal length 2.7 12mm, max, aperture f1.4, focus control auto , horizontal angle of view 86 28 degree, lens type motorized focus / zoom, video compression h 264 ( main / high / baseline profile ) / mjpeg, resolution 3 mp ( 2304 x 1296 ) , 1080p ( 1920x1080 ) , 720p ( 1280x720 ) , d1 ( 704x576 / 704x480 ) , cif ( 352x288 / 352x240 ) , frame rate main stream 3 mp ( 1 20 fps ) , 1080p ( 1 25 / 30 fps ) , frame rate 49 dome camera: image sensor 1 / 3 3 magapixel progressive scan cmos, effective pixels 2304 ( h ) x 1296 ( v ) , electronic shutter speed min. illumination 0.045 lux, f2.1 ( color ) , 0 lux ( ir leds on ) , ir distance upto 100 ft ( 30 m ) , depending on scene reflectance, day / night auto ( icr ) / color / bw, backlight compensation blc / hlc / dwdr, white balance, auto / manual, gain control auto / manual, noise reduction 3d, privacy masking upto 4 areas, focal length 2.8mm, max. aperture f2.1, horizontal angle of view 92degree, lens type fixed, video compression h264 ( main / high / baseline profile ) / mjpeg, resolution 3mp ( 2304x1296 ) , 1080p ( 1920x1080 ) , 720p ( 1280x720 ) , d1 ( 704x576 / 704x480 ) 50 video recorder: simultaneous multi channel live view, real time recording, playback, network operation, remote access, usb backup, user interface support 16 bit true color graphical menu interface and mouse operation.preview screen 1 / 4 / 8 / 16 / 24 windows, ip video input 24 channels, video standard pal ( 625 line, 50t / s ) , ntsc ( 525 line, 60t / s ) , video compression h264 high profile, display moitor d1;vga & hdmi, hd ( support 1920x1080, 1280x720, 1440x900, 1260x1024, 1024x768, 800x600 ) 51 display: screen size 42 inch or above ( lg / sony / samsung / philips ) , panel technology ips, aspect ratio 16:9, native resolution 1920x1080 ( fhd ) , brightness 350nit or higher, contrast ratio 1100:1 or higher, dynamic cr 500, 000:1 or higher, viewing angle ( hxv ) 178x178, orientation portrait & landscape, operation temperature 0 degree c to 40 degree c, safety ul, eul, emc fcc class a, ip video unit 16 channel, 1 ch, rca ( 2.0 vp p, 1kohm ) two way audio input, 100 mbps incoming bandwidth, 80 mbps bandwidth, 128 remote connection, hdmi / vga output : 1 ch, resolution hard disk 4 tb camera installation and connectivity telephone 52 epabx with 50 line extension up to 80 line with 2 slt / 2 console the equipment shall be electronic type. it shall have microprocessor / micro controller based.it shall employ pcm / tdm / ip, 100% non blocking, ip digital switching technology.it shall have distributed processing architecture, slic and smt design.system power supply should be in built and smps type which input which input ranges from 90 – 265 vac, 48 60 hz & it has to be battery charger circuit inbuilt, so that, in case of power failure the psu can automatically switch to battery and vice versa. it should be suitable for dtmf as well as fsk type of telephone instruments.its capacity shall be suitable for maximum 96 numbers of c.o. lines, 120 analog extension lines and 500 ip extensions. 53 supply, installation, testing & commissioning of termination box for 50 pair epabx system complete as required 54 base phone cli ( panasonic / beetal ) landline phone with caller id facility corded phone numerical keypad 35 call logs3 display lines disclaimer, tone / pulse switchable ring led indication flash pause dynamic change over from pulse tone, 1 year manufacturer warranty 55 digital console phone 56 network switch : 24 x 10 / 100 / 1000base t, poe, fixed, 2 x sfp 100 / 1000 mbps, 52 gbps sitching performance capacity, 39 mbps forwarding performance rate, 525 k byte packet buffer, 8k mac address table, 9k byte jumbo frame, 170 watt poe power. 57 smart ups on line, 5.4 kw / 6 kva with 1 hour backup12 v 65 ah smf battery ups toplogy double conversion on line, power rating ( va / watts ) 5400watts / 6000va, form factor rack / tower convertible; output power capacity 5400 watts / 6000 va, max configurable power 5400watts / 6000va, nominal output voltage 230v, output voltage note configurable for 220 : 230 or 240 nominal output voltage, efficiency at full load 94.00%, output voltage distortion less than 3%, output frequency ( sync to mains ) 50 / 60 hz + / 3 hz, crest factor 03:01, waveform type sine wave, output connections ( 1 ) *hard wire 3 wire ( 8 ) * ( h n + g ) iec 320 c13 ( 8 ) , bypass built in bypass, output short circuit protection yes, parallel redundancy ( option ) 1 + 1, nominal input voltage 230v, input power factor>0.98, input frequency 40 70hz, input connections terminal block, protection thermal circuit breaker ( 250vac / 20a ) , input voltage range for main operations full load 160 285v, input voltage range for mains operation half load 160 285v, high voltage withstand capability 420 vac, green mode range 210 250 vac ( 230 v ) , battery type mintenance free sealed lead acid battery with suspended, electrolyte. 12v 65 ah smf battery for 60 min battery back up. 58 supplying and drawing following pair 0.5 sq. mm fr pvc insulated annealed copper conductor, unarmoured telephone cable in the existing surface / recessed pvc conduit as required. networking 59 supplying & fixing rj 45 type computer socket suitable for cat 6 on modue gi box along with base and cover plate in surface or in recess including making connection , soldering etc as required. supplying and drawing utp 4 pair cat 6 lan cable patch cord 1 meter patch cord 2 meter 60 24 port gbe smart managed switch with gbe uplink interfaces 24 ports 10 / 100 / 1000mbps+4 sfp;port standards & functions ieee 802.3 10base t ethernet ( twisted pair copper ) , ieee 802.3u 100basetx fast ethernet ( twisted pair copper ) , ieee 802.3ab 1000base t gigabit ethernet ( twisted pair copper ) , ieee 802.3az compliance autonegotiation, ieee 802.3x flow control; full / half duplex full / half duplex for 10 / 100 mbps speeds, full duplex for gigabit speed;media interface exchange auto mdi / mdix adjustment for all twisted pair ports;switching capacity 56 gbps; transmission method store and forward; mac address table 16, 000 entries per device, maximum 64 bytes packet forwarding rate 41.7 mpps, packet buffer memory 1.5 mb, maximum power consumption 22.45 watts, standby power consumption 17.84 w / 240 v, acoustics 0 dba heat dissipation 76.55 btu / hr certifications ce ( lvd ) 61 category 6, utp 24 port patch panel size 482.6mm x 44.2 ( 19’’ x 1u ) , panel material steel fully powder coated, unshielded rj 45, plug insertion cycle 750 times dc resistance 72ω max, voltage rating 72 vdc max, current rating 1.5a max 62 supply fitting fixing rack 19 12u fully powder coated complete etc as required with complete accessories ( 5 amp x 6 socket, wire manager, rack fan ) valrack / netrack make. 63 wireless n access point interface one 10 / 100mbps rj45 port ( auto mdi / mdix ) , button wps button, reset button, external power supply 9vdc / 0.6a, antenna type 5dbi detachable omni directional antenna, frequency 2.4 2.4835ghz, wireless standards ieee 802.11n, ieee 802.11g, ieee 802.11b, wireless security ssid enable / disable mac address filter 64 / 128 / 152 bit wep encryption wpa / wpa2 / wpa psk / wpa2 psk ( aes / tkip ) encryption wireless modes ap mode, multi ssid mode, client mode, repeater mode ( wds / universal ) , bridge mode, tplink / cisco / netgear panel meter board mb 1 incomer 125a, 415v, ics=icu=25ka rupturing capacity, fp, mccb with extended rotary handle 1 no. 1 no. type 1+2 class i+ii lightning surge arrester 3 pole plus neautral. obo make type no. v25 b+c 3npe385 as per item no. 5094478 with mpcb busbar heat shrinked colour coded aluminium bus bars with smc / dmc busbar supports, nuts & bolts with spring washers. a set of tpn 200a al bus bars. current density shall be 1a / sq.mm instrumentation for incoming 1 no. three phase 0 500v digital voltmeter with selector switch 1 no. 0 125a digital ammeter with cts 125 / 5a and selecter witch 1 set of led type phase indicating lamps with hrc fuses meter compartments meter compartments with electonic meters three phase direct type 10 nos. the vendor shall submit details before fabrication outgoings 25 32a fp mcb 12 nos. supply of main l.t. panel fabricated out of 16swg m.s. iron sheets, compartmentalized type, with epoxy powder protective paint having sufficient housing compartpents for mounting of switchgears as per below mentioned specifications, make: kde / scpl / equivalent design, fabrication and supply of suitable electrical grade enclosure, compartmentalized type with epoxy powder protective paint and panel is to be fabricated out of 16swg make: kde / scpl / equivalent supply and installation of 1000 amp of electrolytic aluminium busbar for power load section. supply and installation of proper dmc busbar supporting system suitable for 1000 amp ratings. 250 amp, 35 ka, tpmccb supply of 160amp, 4pole mccb extended rotary handle make: abb / ge / siemens. 25 / 100 amps. 4 pole mccb, 16 ka cable 3.5 core, 300 sq. mm xlpe / pvc insulated sheathed ( heavy duty ) armoured electric cable with aluminium conductor. 3.5 core, 95 sq. mm xlpe / pvc 3.5 core, 150 sq. mm xlpe / pvc 3.5 core, 185 sq. mm xlpe / pvc detailed estimate for the proposed renovation and upgradation work for food test lab at first & 2nd floor, patliputra industrial area, patna. n.s. 1 parking deck flooring with high build, solvent free textured finish epoxy coating with roller applied 5 mm thick epoxy resin based floor coating nitoflor fc150 over epoxy resin screed nitoflor tf 5000 the intended surface shall be prepared by mile scarification to get mechanical key effect to the primer and the concrete surface for ensuring maximum bonding. strong degrease shall be used to remove the oil deposit on the concrete if any. dust and loose particles shall be cleaned using vacuum cleaners . after which nitoprime 25 shall be applied after mixing the base and hardener mechanically using a slow speed heavy duty drilling machine ( 400 to 500 rpm ) fitted with a suitable paddle to achieve homogeneous mix and applied on the prepared surface. after primer nitoflor tf 5000 shall be applied as a base layer after mixing the base hardener and aggregates throughly and poured on the primed surface and spread evenly to maintain the required thickness of 3 mm. the material should be tampered with a wooden float to ensure complete compaction and finally finished to closed even texture using a steel trowel and cured for seven days. as a finishing coat nitoflor fc 150 shall be applied over the screed surface after mixing mechanically the three components using heavy duty slow speed paddle mixer until achieving a homogeneous mix and spread on the prepared area using medium haired rol;ler for a thickness of 400 microns in two coat. 8.2 providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement: 4 coarse sand ) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing etc. complete at all levels. 8.2.2 granite of any colour and shade 8.2.2.2 area of slab over 0.50 sqm 8.3 extra for providing edge moulding to 19 mm thick marble stone counters, vanities etc. over item no. 8.2 mm thick marble stone counters, vanities etc. over item no. 8.2 including machine polishing to edge to give high gloss finish etc. complete as per design approved by engineer in charge. granite work 8.3.2 granite work 26.27 providing and fixing mineral fibre false ceiling tiles at all heights of size 595x595mm of approved texture, design and pattern. the tiles should have humidity resistance ( rh ) of 99%, light reflectance ≥85%, thermal conductivity k=0.057 w / m k, fire performance as per ( bs 476 pt 6 & 7 ) in true horizontal level suspended on interlocking t grid of hot dipped all round galvanised iron section of 0.33mm thick ( galvanized @120gsm ) comprising of main t runners of 15x32mm of length 3000mm, cross t of size15x32mm of length 1200mm and secondary intermediate cross t of size 15x32mm of length600mm to form grid module of size 600x600mm suspended from ceiling using galvanized mild steel item ( galvanised @80gsm ) 50mm long 8mm outer diameter m 6 dash fasteners, 6mm diameter fully threaded hanger rod upto 1000mm length and l shape level adjuster of size 85x25x2mm, spaced at 1200mm centre to centre along main t. the system should rest on periphery walls / partitions with the help of gi perimeter wall angle of size 24x24x3000mm made of 0.40 mm thick sheet, to be fixed to the wall with the help of plastic rawl plug at 450mm centre to centre & 40mm long dry wall s.s. screws. the exposed bottom portion of all t sections used in false ceiling support system shall be prepainted with polyester baked paint, for all heights. the work shall be carried out as per specifications, drawings and as per directions of the engineer in charge. 26.27.2 with 20mm thick beveled tegular mineral fibre false ceiling tile ( nrc0.7 ) . 12.45.3 providing and fixing false ceiling at all height including providing and fixing of frame work made up of special sections power pressed from m.s. sheet and galvanized in accordance with zinc coating of 120 gms / sqm as per is:277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm at 1200 mm centre to centre one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts to the angle hanger of 25x25x5 mm of required length, and other end of angle hanger being fixed with nut and bolts to g.i. channels 45x15x0.9 mm running at the rate of 1200 mm centre to centre to which the ceiling section 0.5mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having clips of 10.5 mm centre to centre shall be fixed in a direction perpendicular to g.i. channel with connection clips made out of 2.64 mm dia x 230 mm long g.i. wire at every junction including fixing the gypsum board with ceiling section and perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall / partition with the help of rawl plugs at 450 mm centre to centre with 25 mm long drive all screws @230 mm interval including jointing and fixing to a flush finish of tapered and square edges of the gypsum board with recommended filler, paper tapes, finishers and two coats of primer suitable for gypsum board as per manufacturers specification and also including the coat of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed all complete as per the drawing and specification and direction of the the engineer in charge but excluding the cost of painting. 12.5 mm thick tapered edge gypsum moisture resistant board 12.62 extra for any sunk or raised moulding in the plaster of paris ( gypsum anhydrous ) ceilng .all complete as per specification and direction of e / i. ns 2 supplying fitting and fixing roman blinds in jacard cloth finish as per company specification and as per approved colour and sample inclusive of all taxes and royalty all complete as per specifications / approval and direction of engineer in charge. n.s. 3 providing & fixing double skin laminated both side wpc partition upto specified height with 1.0 mm lamination of greenply / marino / century mica over 12 mm thick wpc of alstone / greenply / century ( min wt. 550kg / cum ) make fitted and fixed both sides over aluminium frame of 50 x 50mm posts at 60 cm centres and 50x50mm horizontal members at approx 60 cm centers including cost of anchoring the partition to floors, walls and ceiling properly as per drawing including making hidden doors as per drawing all complete as per drawing, specifications and direction of e / i. providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of engineer in charge ( door handle , lock, and stopper etc . n.s 4 supplying fitting and fixing glass door handles, h type ( qbghl 5 ) made up of stainless steel brushed steel finish 300 mm heigh / equivalent make all complete including taxes and royalty as per approval and direction of e / i. n.s 5 supplying fixing and fitting high security corner lock for patch fitting ( qbpl 1 make ) brushed steel finish made of graded aluminium alloy cast housing slim and compact size light in weight all complete as per specification and direction of e / i ns 6 providing and fixing of 1.0mm laminated ( greenlam / century / merino ) panelling upto specified height over 12 mm thick wpc board of alstone / greenply / century make fitted and fixed over aluminium frame of 25 x 25mm posts at 30 cm centres and 25 x 25mm horizontal members at approx 30 cm centers including cost of anchoring the panelling to walls properly including termite treatment as per drawing specification and direction of e / i. 14.1.1 repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground, all complete as per direction of e / i. cement mortar 1:4. 13.74 removing white or colour wash by scraping and sand papering and preparing the surface smooth including necessary repair scratches etc. complete 13.80 a.2 providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 13.92 wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade. 13.92.1 two or more coat on new surface. 9.48 providing and fixing m.s grills of required pattern in frames of windows etc. with m.s flats, square or round bars etc. all comlete. 9.48.1 fixed to steel windows by welding. 13.94 painting with sythetic enamel paint of approved brand and manufacture to give an even shade. 13.94.1 two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. 15.23 dismantling tile works in floor and roofs laid in cement mortar including stacking material within 50 metres lead. 15.23.2 for thickness of tiles above 25 mm and upto 40 mm 15.7 demolishing brick work including stacking of serviceable material and disposal of unserviceable materials within 50 metres lead : 15.7.4 in cement mortar disposal of building rubbish / malba / similar unserviceable, dismantled or waste waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by engineer in charge, beyond 50 m initial section 3: electrical work s.h. i : wiring 1.3.3 point wiring in pvc conduit, with modular type switch: wiring for light point / fan point / exhaust fan point / call bell point with 1.5 sq mm fr pvc insulated copper conductor single core cable in surface / recessed pvc conduit, with modular switch, modular plate, suitable g.i. box etc. as required. group c 1.4 twin control point wiring in pvc conduit with modular type switch: wiring for twin control light point with 1.5 sq mm fr pvc insulated copper conductor single core cable in surface / recessed pvc conduit, 2 way modular switch, modular plate, suitable g.i. box etc. as required. 1.5 power plug wiring in pvc conduit ( 2x4 sq. mm ) : wiring for light / power plug with 2 x 4 sq. mm fr pvc insulated copper conductor single core cable in surface / recessed pvc conduit alongwith 1 no. 4 sq. mm fr pvc insulated copper conductor singlre core cable for loop earthing as required. ( for 15 amp socket ) 1.7 circuit / sub main wiring in pvc conduit : wiring for circuit / submain wiring alongwith earthwire with the following sizes of pvc insulated copper conductor, singlre core cable in surface / recessed pvc conduit as required. 1.7.1 2 x 1.5 sq.mm. + 1 x 1.5 sq. mm earth wire 1.7.2 2 x 2.5 sq.mm. + 1 x 2.5 sq. mm earth wire 40185 4 x 4 sq.mm. + 1 x 4 sq. mm earth wire 40550 4x 6 sq.mm. + 1 x 6 sq. mm earth wire 1.16 telephone wiring in existing conduit: supplying and drawing following pair, 0.5 sq. mm fr pvc insulated copper conductor, unarmoured telephone cables in existing surface / recessed pvc conduit as required 1.16.2 2 pair 1.21 s / f pvc conduit: supplying and fixing of following sizes of pvc conduit along with accessories in surface / recess including cutting the wall and making good the same in case of recess conduit as required. 1.21.1 20 mm 1.24 s / f modular type switch / socket : supplying and fixing following modular type switch / socket on the existing modular switch / socketon the existing modular plate& switch box including connections but excluding modular plate etc. as required. 1.24.4 3 pin, 5 / 6 amps socket outlet 1.24.5 6 pin, 15 / 16 amps socket outlet 1.24.6 telephone socket outlet 1.24.8 bell push 1.27.1 s / f modular boxes, base & cover plate: supplying and fixing following size / modules, gi box along with modular base & cover plate for modular switches in recess as required. 1 or 2 module ( 75 mm x 75 mm ) 1.31 s / f light plug point modular type accessories: supplying and fixing suitable size gi box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5 / 6 amps modular socket outlet and 5 / 6 amps modular switch, connection, painting etc. as required. ( for light plugs to be used in non residential buildings. ) 1.32 s / f power plug point modular type accessories: supplying and fixing suitable size gi box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5 / 6 & 15 / 16 amps modular socket outlet and 15 / 16 amps modular switch, connection, painting etc. as required. 5.4 supplying and fixing replaceable compact commercial batten suitable for single tb led tube complete with 20 watt led polycarbonate tb tube with built in driver etc. directly on wall / ceiling including connections with 1.5 sq. mm fr pvc insulated copper conductor etc. as required. 1.37 providing and fixing ding dong call bell suitable for single phase, 230 volts complete as required. 8.15 supply and installation of regular / standard model a.c. ceiling fan of 1200 mm sweep with service value ( cm / mm ) minimum 4.00, air delivery minimum 270 cum / min including wiring the down rods of standard length ( upto 30 cm ) with 1.5 sq mm fr pvc insulated copper conductor etc as required. 5.7 supplying and fixing recess mounted following types led downlighter with minimum efficacy 100 lm / w in pressure die cast aluminium housing and integrated electronic driver etc directly on ceiling including connections with 1.5 sq.mm frls pvc insulated copper conductor cable etc as required. 5.7.1 5 / 7 watt 5.7.5 18 watt 5.9 supplying and fixing recess mounted 36 watt led flat panel ( 2 x 2 ) with minimum efficacy 100 lm / w which provides soft light and glare free symmetrical illumination suitable for armstrong / grid ceiling and integrated electronic driver etcdirectly on false ceiling including connections with 1.5 sq.mm frls pvc insulated copper conductor cable etc as required. 5.11 supplying and fixing wall mounted light bracket / fixture made with polycarbonate suitable for single 9 / 10 watt led lamp directly on wall including connections etc as required. ( but without lamp ) 6.1.6 supplying and fixing of following types lamp in the existing electrical fitting / fixtures etc. as required. 14 / 15 watt cfl lamp. 2.12 s / f c series, sp mcb: supplying and fixing following rating, 240 / 415 volts, c curve, miniature circuit breaker, suitable for inductive load of following poles in the existing mcb db complete with connections, testing and commissioning etc. as required. 2.12.1 6 / 32 amps, single pole 2.12.2 6 / 32 amps, spn 2.12.4 6 / 32 amps, triple pole and neutral 2.12.8 40 amps, triple pole and neutral 2.19 supplying and fixing 20amp 240 volts spn mcb industrial type, power socket with 25amp spn mcb and 25 amps top in proper size steel box and plate as required. all complete as per instructions of elec.er. / architect. 8.11 supply and fixing of fabricated electrical control panel of cubical construction, floor / wall mounted type, fabricated out of 16 swg crca sheet, compartmentalised with hinged doors, dust and vermin proof, powder coated painting of approved shade after 7 tank treatment process, cable alley, internal wiring, earth terminals, bus bar chamber, insulator and complete in all respect etc and panel manufactures must be approved by cpri. ( but without ryb inicator, ammeter, voltmeter, inter connection copper conductor cable / solid copper strip, switchgears etc. ) ...

Due Date : March 21, 2024

Tender Value : ₹ 12.47 Crore

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43
Eastern Railways - Bihar

42826348 supply of precision grade heavy duty coromill turnprecision grade heavy duty coromill turn,precision grade heavy duty coromill turning cutter tungsten insert wedge sx 100 w5516 010 06. make: sandvik/super x/lenox/coroley or similar [ warranty period: 30 months after the date of delivery ] => limited...

Due Date : March 19, 2024

Tender Value : ₹ Ref. Documents

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44
Eastern Railways - Bihar

42775766 supply of poh kit no.2 for mark 50 high capacity draft gear consisting of 08 ( eight ) items: ( 1 ) centre wedge to bescos drg. no. e 2805, qty. 01 no. per set. ( 2 ) wedge shoe complete to bescos drg. no.g 950, qty.02 nos. per set. ( 3 ) tapered stationary plate to bescos drg. no. f 1052, qty.02 nos. per set. ( 4 ) outer stationary plate to bescos drg. no. f 1054, qty. 01 no. per set. ( 5 ) moveable plate to bescos drg. no. f 1068, qty. 02 nos. per set. ( 6 ) spring seat to bescos drg. no. e 2772, qty. 02 nos. per set. ( 7 ) corner spring seat to bescos drg. no.g 922 1, qty. 02 nos. per set. ( 8 ) brass insert to bescos drg. no. h 911.qty. 20 nos. per set. [ warranty period: 30 months after the date of delivery ] dy.cmm / jamalpur, er bihar 1333.00 set...

Due Date : April 05, 2024

Tender Value : ₹ Ref. Documents

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45
Eastern Railways - Bihar

42516174 supply of procurement of electonic tensometer .procurement of electonic tensometer .,electonic tensometer with attached computer & printer with accessories. make kipl/similar specification of machine: force range: upto 20kn accuracy : +/ 1% crosshead travel : 525mm aprox. excluding grip cross head speed : manual with high speed return system testing area: 135 mm aprox. between guide rods dimensions: 965x235x200 mm aprox. specification of computer & printer: core i3 or above ,4 gb ram, 18.5 colour monitor, 1 tb hdd, mouse, keyboard, com port, usb port, windows 2007/2008/2010, laser jet printer. accessories: (a) one set of tensile chucks for turned test pieces a f ( 06 pieces ), (b) quick grip chuck ( wedges for wire, round bar flat stripes material extra ) (a) wedges for wires 1mm 2mm dia, (b) wedges for wires 2mm 4.5mm dia, (c) wedges for wires 4.5mm 8mm dia, (d) wedges for stripe up to 16mm wide 8mm thick, (c) vee wire chucks, (d) vice type grips. [ warranty period: 12 months after the date of delivery ]...

Due Date : March 18, 2024

Tender Value : ₹ Ref. Documents

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46
East Central Railway - Bihar

42447308 supply of wooden wedge 210x110x80mm ( 8x4x3 1 / 2 ) as per drg. no.llh 44 / 1003 item no.1.material made of hard wood. [ warranty period: 30 months after the date of delivery ] ...

Due Date : February 29, 2024

Tender Value : ₹ Ref. Documents

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47
Bharatiya Rail Bijlee Company Limited - Bihar

42385394 procurement of spares of mill reject system compressors, make kirloskar, spares of mill reject system compressors, make kirloskar, model 2ha2t , crankcase bare+main brg caps&studs , bush small end , rod connecting (body & cap) , bearing big end (pr) , bolt round head , plate deflector , crankshaft , bearing main(pr) , washer thrust(pr) , circlip , pin gudgeon , 2ha2t/2ha4t:cross head #35176040 , guide crosshead , key gib head , distance piece , cover front end , nut blocking , rod piston , cover inspection , cylinder , ring bearing , ring sealing , bush carrier , valve suction s/a nl 1st stage , ring packing gland (set of 7 nos.) , ring retaining , box stuffing , flange stuffing box , plate intermediate , valve delivery s/a nl 1st stage , plate deflector , ring (o) , 2ha2bist:s/a piston , cover front end , cover inspection , cylinder , ring bearing , ring sealing , valve suction s/a nl iind stage , plate intermediate , valve delivery s/a nl iind stage , 2ha2bist:s/a piston , grill protection , ring(rbr) , ring (o) , ring (cu) , bell , valve non return s/a nl , pump oil s/a , filter oil secondary s/a , element filter oil secondary , ring (rbr) , filter oil primary s/a , valve safety s/a 1st stage , valve safety s/a iind stage , washer (rbr) , indicator water flow s/a 3/4” , element filter air (16x16) , gaket (rbr) (16x16) , filter air s/a (16x16) , element intercooler , ring (rbr) , element aftercooler , moisture trap s/a , sliderail35352040(1set=2nos2ha2ter , flywheel 3gr (wedge type) , plate spring dely ist stg/iind stg , plate spring suction ist stg/iind stg , plate catcher suc , plate catcher dely => limited...

Due Date : March 02, 2024

Tender Value : ₹ Ref. Documents

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48
Indian Oil Corporation Limited - Bihar

42221754 bids are invited for procurement of valves, 1 vlv, ball, flng, rf, a351, cf8m, 300, 3in 2 vlv, ball, flng, rf, a351, cf8m, 4in, 300 3 vlv, ball, flng, rf, a351, cf8m, 6in, 300 4 ball, vlv, ss astm a351 gr.cf8, 4in 150, flg 5 valve, bal, fl, a351, cf8m, ss316, 6in, 150 6 valve, bal, fl, a351, cf8m, ss316, 8in, 150 7 ball valve, ss, astm a351 gr cf3m, 8in, 150 8 vlv, chk, a351cf8m, a351cf8m, flg, 150, 6in 9 vlv, chk, a351cf8m, a351cf8m, flg, 150, 8in 10 vlv, chk, a351cf8m, a351cf8m, flg, 150, 10in 11 vlv, chk, swing, a216wcb, 13percentcr, flg, 150, 8in 12 vlv, chk, swing, a216wcb, 13percentcr, flg, 150, 14in 13 vlv, chk, swing, a216wcb, 13percentcr, flg, 150, 16in 14 vlv, chk, swing, a216wcb, 13percentcr, flg, 300, 4in 15 vlv, btrfly, wafer, a216wcb, cf8m, 3inxpn10 16 vlv, btrfly, wafer, a216wcb, cf8m, 5inxpn10 17 vlv, btrfly, wafer, wcb, cf8m, 6inxpn10 18 vlv, btrfly, wafer, wcb, cf8m, 8inxpn10 19 vlv, bf, wafr, a351gr cf8, fl, 10in, 150 20 vlv, bf, wafr, a351gr cf8, fl, rf, 6in, 150 21 vlv butterfly lug fl a351cf8m 12in 150 22 vlv, b / fly, wafer, a351, cf8, flangd, 18in, 150 23 vlv, gt, wedge, a216 wcb, 13percentcr, flg, 150, 3in 24 vlv, gt, wedge, a216 wcb, 13percentcr, flg, 150, 10in 25 vlv, gt, wedge, a216 wcb, 13percentcr, flg, 150, 16in 26 vlv, gt, wedge, a216 wcb, 13percentcr, flg, 300, 2in 27 vlv, gt, wedge, a216 wcb, 13percentcr, flg, 300, 3in 28 vlv, gt, wedge, a216 wcb, 13percentcr, flg, 300, 6in 29 vlv, gt, wdge, a216wcb, 13percentcr, flg, 300, 3in, h2 30 vlv, gt, fl, ss, a351grcf3c, ss347, 3in, 600, h2 31 vlv, gate, a351, cf8c, ss321, flgd, 600, 6in, h2 32 vlv, gt, a351 grcf8c, ss321, fl, 3in, 600, h2 33 vlv, gt, fl, ss, a351grcf8c, ss347, 6in, 600, h2 34 vlv, gt, wedge, a216 wcb, 13percentcr, flg, 600, 4in 35 vl, bal, fl, a352, lcb, ss316, 3 / 4in, 300 36 vl, bal, fl, a352, lcb, ss316, 1in, 300 37 vl, bal, fl, a352, lcb, ss316, 6in, 300 38 vl, bal, fl, a352, lcb, ss316, 8in, 300 39 vl, bal, fl, a352, lcb, ss316, 14in, 300 40 vl, bal, fl, a352, lcb, ss316, 3in, 300 41 vl, bal, fl, a352, lcb, ss316, 4in, 300 42 vl, ball, a352, lcb, ss316, fl, 2in, 300 43 vlv, gt, cs, a216, wcb, 13percentcr, 300, 12in, ibr, go total quantity : 671...

Due Date : February 16, 2024

Tender Value : ₹ Ref. Documents

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49
East Central Railway - Bihar

41634298 supply of wooden wedge 210x110x80mm ( 8x4x3 1 / 2 ) as per drg. no.llh 44 / 1003 item no.1.material made of hard wood. [ warranty period: 30 months after the date of delivery ] ...

Due Date : February 07, 2024

Tender Value : ₹ Ref. Documents

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50
East Central Railway - Bihar

41610962 supply of wooden wedge as per drg no. bsl / trs / wam 4 / sk / 03 / 198 cr as per drg.no. bsl / trs / wam 4 / sk / 03 / 198 cr [ warranty period: 30 months after the date of delivery ] general stores depot garahara, bihar 1460.00 numbers...

Due Date : January 23, 2024

Tender Value : ₹ Ref. Documents

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