reinforced cement concrete pipe Tenders in Bihar

1
Rural Works Department - Bihar

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

Due Date : April 12, 2024

Tender Value : ₹ 1.17 Crore

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2
Eastern Coal Fields Ltd - Bihar

40582546 providing and fixing of reinforced cement concrete pipes (np 4) at coal transportation road near bazari village under sonepurbazari project....

Due Date : November 14, 2023

Tender Value : ₹ 1.95 Lakhs

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3
Rural Works Department - Bihar

34029931 maintenance repair n / 22 23 danapur / 10 mr n / 22 23 danapur / 10 1 khagaul dav school more to radhe radhe general store via chitra residency apartment upto main road and radhe radhe general store more to vijay singh yadav path 2 clearing and grubbing road landclearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification clause 201. 3 excavation in soil using hydraulic excavatorand tippers with disposal upto 1000 mexcavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per technical specification clause 302.3 4 construction ofsubgrade & earthen shoulderconstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1. 5 granular sub base with well graded material ( table 400.1 ) ( by mix in place method ) for grading i materialconstruction of granular sub baseby providingwell gradedmaterial ( crushed stone aggregates and local sand ) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with threewheel 80 100 kn static roller capacity to achieve thedesired density, complete as per technical specification clause 401 6 wbm grading 3 ( by mechanical means ) providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. 7 construction of dry lean cement concrete sub base over a prepared sub grade with coarse and find aggregates conforming to is:383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15:1 aggregate gradation after blending to be as per table 600 1 cement content not to be less than 150kg / cum optimum moisture content to be determined during trial length construction, concrete strength not be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8 10 tonnes vibratory roller, finishing and curing. 8 cement concrete pavementconstruction of un reinforcedplain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 m 30 grade coarse and fine aggregate maximum size of aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design , laid in approved fixed side formwork ( steel channel , laying and fixing of 125 micron thick plythene film , wedges , steel plates including levelling the formwork as per drawing ) spreading the concrete with shovels , rakes , compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion , constrution joints , applying debonding strips , primer , sealant , dowel bars , near approaches to bridge / culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501. 9 panel concrete pavementconstruction of un reinforcedplain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 m 30 grade coarse and fine aggregate maximum size of aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design , laid in approved fixed side formwork ( steel channel , laying and fixing of 125 micron thick plythene film , wedges , steel plates including levelling the formwork as per drawing ) spreading the concrete with shovels , rakes , compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion , constrution joints , applying debonding strips , primer , sealant , dowel bars , near approaches to bridge / culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501. 10 brick solinglaying brick soling layer on prepared sub grade with brick on end edging according to lines, graded and cross section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with threewheel road roller 80 100 kn as per technical specification clause 412 11 reinforced cement concrete m15grade kilometre stone / local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703 12 ordinary kilometer stone ( precast ) 13 200 m stone ( precast ) 14 retro reflectorised traffic signsproviding and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 15 600 mm equilateral triangle 16 600 mm circular 17 painting two coats on new concrete surfaceprinting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and technical specification clause 1701 18 printing new letters & figures of any shadeprinting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and technical specification clause 1701 ( ii ) english & roman 19 mmgsy sign boardproviding and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 20 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. 21 road marking with hot applied thermoplastic compound with reflectorising glass beads on cement concrete surfaceproviding and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. 22 dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per technical specification clause 202. ( c ) reinforced cement concrete 23 dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per technical specification clause 202. ( b ) cement mortar 24 earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. 25 providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203pcc m 15 26 providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203pcc m 20 27 providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 ( i ) rcc grade m 25 28 plain / reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 ans 1204pcc grade m 20 29 providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 ( ii ) rcc grade m 25 30 supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202 31 supplying, fitting, and placing hysd bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202 32 providing weepholes in brick masonry / stone masonry, plain / reinforced concrete abutment, wing wall, return wall with 100 mm dia ac pipe extending through the full width of the structures with slope of 1 ( v ) :20 ( h ) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 33 providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry 34 600mm dia pipe 35 laying cement concrete pipe np3 ( burried conduits ) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets 36 providing bitumen painting over top surface of abutment cap & inner vertical surface of dirt wall including heating the bitumen & cost of painting brush etc. all complete. 37 providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per centbitumen by weight 38 fillling in foundation trenches as per drawing and technical specification clause 305.3.9 ( i ) sand filling...

Due Date : September 30, 2022

Tender Value : ₹ 2.20 Crore

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4
Rural Works Department - Bihar

32727857 tender for l059 madhuban bazar t09 to basaha ( vr31 ) 1 providing & fixing of working benchmark pillars 01 nos. per km& 04 nos. of reference pillars required for 1 km. as per drawings given and direction of e / i 2 clearing and grubbing road land ( by manual means ) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e / i 3 excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per technical specification clause 302.3 ( including royality & labour cess ) . 4 construction of embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures and excavated with an average lead of 100 m graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5 5 construction of embankment with material obtained from borrow pits with a lift upto 1.5 m, transporting to the site spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per technical specification clause 301.5 . ( a ) upto 100m 6 construction of embankment with material obtained from borrow pits with a lift upto 1.5 m, transporting to the site spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per technical specification clause 301.5 . ( a ) upto 1000m 7 construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m & 100 m as per technical specification clause 303.1. 8 construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller achieve the desired density, complete as per technical specification clause 401. 9 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per technical specification clause 405. 10 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. 11 providing and applying primer coat with bitumen emulsion ( ss 1 ) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 1.0 kg / sqm using mechanical means as per technical specification clause 502. 12 providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503. 13 providing, laying and rolling of open graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm ( type b ) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8 10 kn static roller and finishing to required level and grades as per technical specification clause 509 14 providing and laying seal coat type a sealing the voids in a bituminous surface using crri certified bituminous cold mix binderlaid to the specified levels, grade and cross fall as per irc : sp : 100 2014. 15 construction ofun reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 ( grade ) , coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork ( steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing ) , spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, using curing compound ( where specified ) and water finishing to lines and grade as per drawingand technical 16 reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 17 i ) 5th km stone 18 providing and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 19 providing and fixing of typical pmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 20 providing and fixing of typical pmgsy citizan informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 21 providing and erecting direction and place identification retro reflectorised sign asper irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 2 mm thickwith areanot exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with m 15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and technical specification clause 1701 22 providing and fixing of semireflective cautionary , mandatory and informatory sign board as per irc :67 made of 1.5 mm thick ms steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figureswith reflective tape engineering grade as per clause 1701.3.9 of mord for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean ofproperly designed foundation with m15 grade cement concrete 450x450x600 mm , 600mm below ground level as per approved drawing clause 1701.2.2. 23 providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road ( new construction ) , extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of rcc pipe as per irc:981997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per irc: 98 1997 and approved drawings. 24 dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per technical specification clause 202. 25 removing all types of hume pipe and stacking within a lead of 1000m including earthwork and dismantling of masonary works as per technical specification clause 202.1 . 26 earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 27 plain cement concrete m10 ( 1:3:6 nominal mix ) in levelling course below open foundation of head wall as per drawing & technicalspecifications clause 28 providing m15 ( pcc 1:2.5:5 ) as levelling course in foundation : providing pcc m 15 ( 1:2.5:5 ) concrete for plain concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 29 plain / reinforced cement concrete ( m 20 ) in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 ans 1204 30 supplying, fitting and placing hsyd / tmt bar reinforcement in superstructure complete as per drawings and technical specifications clauses 1002, 1010 and 1202 31 plain / reinforced cement concrete ( m 25 ) in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 ans 1204 32 providingweep holes in abutement : providing weepholes in brick masonary , plain / reinforced concrete abutement , wing wall , return wall with 100 mm dia ac pipe extending through the full width of the structure with slope of 1v: 20h towards drawing 33 drainage spouts complete as per drawing and technical specification clause 305..3....

Due Date : June 24, 2022

Tender Value : ₹ 1.28 Crore

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5
Rural Works Department - Bihar

24127485 tender for road work mrl01 dhobikalapur to nawhi via tiskhora , mahamadpur name of work: br26p2r13 sl.no. item description item code / make quantity units 1 1 road name mrl01 dhobikalapur to nawhi via tiskhora, mahamadpur. nsetting out as mord specification 100 item nos ( i ) , ( ii ) , ( iii ) & ( iv ) nconstruction of reference & working benchmarks 5 nos 2 2 construction of reference pillars / burjees 21 nos 3 3 clearing and grubbing road land nclearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification clause 201. nby manual means nin area of non thorny jungle 1.82 hect. 4 4 dismantling of existing structures, like culverts, bridge, retaining wall and other structures comprising of brick masonary including unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per technical specification clause 202. na ) dismantling of dry brick pitching or brick soling 131.33 cum 5 5 dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per technical specification clause 202. 12.6 cum 6 6 removing all types of hume pipe and stacking within a lead of 1000m including earthwork and dismantling of masonary works as per technical specification clause 202.1 .a ) upto 600 mm dia 22.5 m 7 7 construction of embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per technical specification clause 301.5 . for 1000 m lead @ 30 % 3463.72 cum 8 8 construction of embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per technical specification clause 301.5 . for 100 m lead @ 70 % 8082.01 cum 9 9 construction of subgrade nconstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1. n construction of subgrade 1465.31 cum 10 10 granular sub base with well graded material ( table 400.1 ) nconstruction of granular sub base by providing well graded material ( crushed stone aggregates and sand ) , spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with three wheel 80 100 kn static roller capacity to achieve the desired density, complete as per technical specification clause 401. grading i material. 78.15 cum 11 11 wbm grading 3 nproviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. n ( a ) by manual means 87.92 cum 12 12 prime coat ( low porosity ) nproviding and applying primer coat with bitumen emulsion ( ss 1 ) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 1.0kg / sqm using mechanical means as per technical specification clause 502 1172.25 sqm 13 13 tack coat nproviding and applying tack coat with bitumen emulsion ( rs 1 ) using emulsion distributor at the rate of 0.25 0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per technical specification clause 503. 39075 sqm 14 14 bituminous macadam providing and laying bituminous macadam with 100 120 tph hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. 976.88 cum 15 15 semi dense bituminous concrete nproviding and laying semi dense bituminous concrete with 100 120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 508 complete in all respects. 488.44 cum 16 16 kilometre stone nreinforced cement concrete m15 grade kilometre stone / local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703 n 1 each 17 17 kilometre stone nreinforced cement concrete m15 grade kilometre stone / local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703 ordinary kilometer stone ( precast ) 5 each 18 18 kilometre stone nreinforced cement concrete m15 grade kilometre stone / local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703 200 m stone ( precast ) 21 each 19 19 mmgsy sign board nproviding and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges. the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube. all m.s. will be stove enameled on both sides. lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 3 each 20 20 retro reflectorised traffic signs nproviding and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification clause 801 600 mm equilateral & triangle. 6 each 21 21 retro reflectorised traffic signs nproviding and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification clause 801 600 mm side circle. 6 each 22 22 retro reflectorised traffic signs nproviding and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification clause 801 800 mm x 600 mm rectangular 2 each 23 23 retro reflectorised traffic signs nproviding and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification clause 801 600 mm x 450 mm rectangular 4 each 24 24 boundary pillar nreinforced cement concrete m15 grade boundary pillars / local stone of standard design as per irc:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704 52 each 25 25 cable duct across the road providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road ( new construction ) , extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of rcc pipe as per irc:98 1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per irc: 98 1997 and approved drawings. 20 mt 26 26 planting of trees and their maintenance for one year nplanting of trees by the road side ( avenue trees ) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard / sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year 45.5 nos 27 27 road marking with hot applied thermoplastic compound with reflectorising glass beads on bituminous surface & cement concrete pavement providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. 1042 sqm 28 28 earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. 125.16 cum 29 29 type b ( first class ) beddinglaying ( first class ) bedding on well compacted local sand, approved material. 14.94 cum 30 30 providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 npcc m 15 11.37 cum 31 31 head wall in brick masonry work in cement mortar ( 1:4 ) in substructure complete excepting pointing and plastering, as per drawing and technical specification clauses 602, 603, 604, 1202 & 1204 151.49 cum 32 32 providing and laying rcc pipe np3 ( 600 mm dia ) providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granular material including fixing collar with cement mortor 1:2 but excluding excavation , protection works , backfilling , concrete and masonary works in head walls and parapets clauses 1106 15 mt 33 33 providing and laying rcc pipe np3 ( 1x1000 mm dia ) providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granular material including fixing collar with cement mortor 1:2 but excluding excavation , protection works , backfilling , concrete and masonary works in head walls and parapets clauses 1106 22.5 mt 34 34 plastering with cm 1:4plastering with cm 1:415mm thick on brickwork in substructureas per technical specification clause 613.4 & 1204 434.33 sqm 35 35 painting on concrete / steel surfaces with epox painting two coats including prime coat with epoxy paint of approved brand on concrete / steel surfaces after through cleaning of surface to give an even shade as per drawing and technical specification clause 1701 434.33 sqm 36 36 earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. i ) upto 3 m depth 281.06 cum 37 37 pcc grade m15 : providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 35.13 cum 38 38 providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 ( pcc m 20 ) 177.06 cum 39 39 plain / reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( pcc m20 ) 111.28 cum 40 40 providing weepholes in brick masonry / stone masonry, plain / reinforced concrete abutment, wing wall, return wall with 100 mm dia ac pipe extending through the full width of the structures with slope of 1 ( v ) :20 ( h ) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 72 nos 41 41 ( rcc grade m 20 ) plain / reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 ans 1204 11.23 cum 42 42 supplying, fitting and placing hysd bar reinforcement ( fe 415 ) in substructrue complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202 0.2 ton 43 43 backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8 na ) with local sand 198 cum 44 44 providing and laying filter material with local sand as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8 79.2 cum 45 45 providing pcc m 20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification clauses 615, 710 and 1204.3.11 30 mt 46 46 r.c.c. m25 providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 16.7 cum 47 47 supplying, fitting, and placing hysd bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202 1.82 ton 48 48 providing and filling joint sealing compound as per drawing and technical specification with coarse sand and 6 % bitumen by weight 45 mt 49 49 12 % gst and 1 % labour cess on construction cost 1 rs. 50 50 1st year maintenance cost 1 year 51 51 2nd year maintenance cost 1 year 52 52 3rd year maintenance cost 1 year 53 53 4th year maintenance cost 1 year 54 54 5th year maintenance cost 1 year 55 55 12 % gst and 1 % labour cess on maintenance cost 1 rs. 56 56 seigniorage fee 1 rs....

Due Date : May 12, 2020

Tender Value : ₹ 2.52 Crore

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6
Rural Works Department - Bihar

24127476 tender for road work l025 maner to haldi chapra 1 road name maner to haldi chhapra. nsetting out as mord specification 100 item nos ( i ) , ( ii ) , ( iii ) & ( iv ) nconstruction of reference & working benchmarks 2 construction of reference pillars / burjees 3 clearing and grubbing road land nclearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification clause 201. nby manual means nin area of non thorny jungle 4 construction of embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per technical specification clause 301.5 . for 1000 m lead @ 30 % 5 construction of embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per technical specification clause 301.5 . for 100 m lead @ 70 % 6 construction of subgrade nconstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1. n construction of subgrade 7 granular sub base with well graded material ( table 400.1 ) nconstruction of granular sub base by providing well graded material ( crushed stone aggregates and sand ) , spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with three wheel 80 100 kn static roller capacity to achieve the desired density, complete as per technical specification clause 401. grading i material. 8 wbm grading 3 nproviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. n ( a ) by manual means 9 prime coat ( low porosity ) nproviding and applying primer coat with bitumen emulsion ( ss 1 ) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 1.0kg / sqm using mechanical means as per technical specification clause 502 10 tack coat nproviding and applying tack coat with bitumen emulsion ( rs 1 ) using emulsion distributor at the rate of 0.25 0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per technical specification clause 503. 11 bituminous macadam providing and laying bituminous macadam with 100 120 tph hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction 12 semi dense bituminous concrete nproviding and laying semi dense bituminous concrete with 100 120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 508 complete in all respects. 13 construction of panel concrete , plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per caluse 1501.2.2 m 30 ( grade ) coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capasity and appropriate weigh batcher using approved mix design , laid in approved fixed side formwork ( steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing ) , spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion , construction joints, applying debonding strips , primer , sealant , dowel bars, near approaches to bridge / culvert and construction joints, admixture as approved , curing of concrete slabs for 14 days. curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501. pcc grade m 30 eachpanel ( 0.50x0.50 ) thickness 100 mm 14 hard shouldering nlaying brick soling layer on prepared sub grade with brick on end edging according to lines, graded and cross section shown on the drawing filling joints with sand and earth, spreading 25mm thick layer of earth over brick soling, watering and rolling the same with three wheel road roller 80 100 kn as per technical specification clause 412. 15 kilometre stone nreinforced cement concrete m15 grade kilometre stone / local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703 n 16 kilometre stone nreinforced cement concrete m15 grade kilometre stone / local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703 n ordinary kilometer stone ( precast ) 17 kilometre stone nreinforced cement concrete m15 grade kilometre stone / local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703 n 200 m stone ( precast ) 18 mmgsy sign board nproviding and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges. the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube. all m.s. will be stove enameled on both sides. lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 19 retro reflectorised traffic signs nproviding and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification clause 801 600 mm equilateral & triangle. 20 retro reflectorised traffic signs nproviding and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification clause 801 600 mm side circle. 21 retro reflectorised traffic signs nproviding and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification clause 801 800 mm x 600 mm rectangular 22 retro reflectorised traffic signs nproviding and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification clause 801 900 mm side octagonal 23 retro reflectorised traffic signs nproviding and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification clause 801 600 mm x 450 mm rectangular 24 boundary pillar nreinforced cement concrete m15 grade boundary pillars / local stone of standard design as per irc:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704 25 planting of trees and their maintenance for one year nplanting of trees by the road side ( avenue trees ) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard / sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year 26 road marking with hot applied thermoplastic compound with reflectorising glass beads on bituminous surface & cement concrete pavement providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. 27 earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. 28 type b ( first class ) beddinglaying ( first class ) bedding on well compacted local sand, approved material. 29 providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 npcc m 15 30 head wall in brick masonry work in cement mortar ( 1:4 ) in substructure complete excepting pointing and plastering, as per drawing and technical specification clauses 602, 603, 604, 1202 & 1204 31 providing and laying rcc pipe np3 ( 1x1000 mm dia ) providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granular material including fixing collar with cement mortor 1:2 but excluding excavation , protection works , backfilling , concrete and masonary works in head walls and parapets clauses 1106 32 plastering with cm 1:4plastering with cm 1:415mm thick on brickwork in substructureas per technical specification clause 613.4 & 1204 33 painting on concrete / steel surfaces with epox painting two coats including prime coat with epoxy paint of approved brand on concrete / steel surfaces after through cleaning of surface to give an even shade as per drawing and technical specification clause 1701 34 earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. i ) upto 3 m depth 35 pcc grade m15 : providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 36 providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 ( pcc m 20 ) 37 supplying, fitting and placing hysd bar reinforcement ( fe 415 ) in complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202 38 12 % gst and 1 % labour cess on construction cost 39 1st year maintenance cost 40 2nd year maintenance cost 41 3rd year maintenance cost 42 4th year maintenance cost 43 5th year maintenance cost 44 12 % gst and 1 % labour cess on maintenance cost 45 seigniorage fee....

Due Date : May 12, 2020

Tender Value : ₹ 2.89 Crore

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8
Department of Environment & Forests - Bihar

13192649 supply of first class brick, sand, ganga sand, earth, cement, stone chips, gi pipe, m.s pipe, chain link fencing, tata sheet, plane rod, pvc pipe, stone metal, bolder, iron angle, ge channel paver block, reinforced cement concrete pipes, flips, kota stone, tiles, marble, concertina coil, barbed wire....

Due Date : August 18, 2017

Tender Value : ₹ Ref. Documents

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