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mr n / 22 23, danapur / 02, 1 1 ) jafarpur to vishunpur in danapur block unde m / r ( 3054 ) 2 clearing and grubbing road land ( by manual means ) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e / i 3 construction of subgrade and earthen shoulders : construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1. 4 cement concrete pavement: construction of un reinforcedplain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 m 30 grade coarse and fine aggregate maximum size of aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design , laid in approved fixed side formwork ( steel channel , laying and fixing of 125 micron thick plythene film , wedges , steel plates including levelling the formwork as per drawing ) spreading the concrete with shovels , rakes , compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion , constrution joints , applying debonding strips , primer , sealant , dowel bars , near approaches to bridge / culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501. 5 reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. km stone 6 reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 200 m stone 7 providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 ( 600 mm equilateral & triangle ) 8 providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 ( 600 mm circular ) 9 providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 ( 600 mm x 450 mm rectangular ) 10 planting of trees and their maintenance for one year : planting of trees by the road side ( avenue trees ) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard / sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year 11 road marking with hot applied thermoplastic compound with reflectorising glass beads on concrete surface : providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. 12 ( i ) providing and fixing logo of maintenance project : providing and fixing of typical informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 13 brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications clauses 600, 900 and 1208.4 14 plastering with cement mortar ( 1:4 ) on brick work in sub structure as per technical specifications 15 painting two coats on new concrete surfaces : painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical specification clause 1701 16 add 18% gst 17 add 1% labour cess 18 seigniorage fee 19 5 year maintenance cost 20 add 18% gst 21 add 1% labour cess 22 seigniorage fee 23 2 ) panapur to rest part of kafarpur in danapur block unde m / r ( 3054 ) 24 clearing and grubbing road land ( by manual means ) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e / i 25 construction of subgrade and earthen shoulders : construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1. 26 cement concrete pavement: construction of un reinforcedplain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 m 30 grade coarse and fine aggregate maximum size of aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design , laid in approved fixed side formwork ( steel channel , laying and fixing of 125 micron thick plythene film , wedges , steel plates including levelling the formwork as per drawing ) spreading the concrete with shovels , rakes , compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion , constrution joints , applying debonding strips , primer , sealant , dowel bars , near approaches to bridge / culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501. 27 reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. km stone 28 reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 200 m stone 29 providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 ( 600 mm equilateral & triangle ) 30 providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 ( 600 mm circular ) 31 providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 ( 600 mm x 450 mm rectangular ) 32 planting of trees and their maintenance for one year : planting of trees by the road side ( avenue trees ) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard / sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year 33 road marking with hot applied thermoplastic compound with reflectorising glass beads on concrete surface : providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. 34 ( i ) providing and fixing logo of maintenance project : providing and fixing of typical informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 35 brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications clauses 600, 900 and 1208.4 36 plastering with cement mortar ( 1:4 ) on brick work in sub structure as per technical specifications 37 painting two coats on new concrete surfaces : painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical specification clause 1701 38 add 18% gst 39 add 1% labour cess 40 seigniorage fee 41 5 year maintenance cost 42 add 18% gst 43 add 1% labour cess 44 seigniorage fee 45 3 ) kafarpur to harshamchak bazar path in danapur block unde m / r ( 3054 ) 46 clearing and grubbing road land ( by manual means ) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e / i 47 construction of subgrade and earthen shoulders : construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1. 48 cement concrete pavement: construction of un reinforcedplain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 m 30 grade coarse and fine aggregate maximum size of aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design , laid in approved fixed side formwork ( steel channel , laying and fixing of 125 micron thick plythene film , wedges , steel plates including levelling the formwork as per drawing ) spreading the concrete with shovels , rakes , compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion , constrution joints , applying debonding strips , primer , sealant , dowel bars , near approaches to bridge / culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501. 49 reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. km stone 50 reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 200 m stone 51 providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 ( 600 mm equilateral & triangle ) 52 providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 ( 600 mm circular ) 53 providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 ( 600 mm x 450 mm rectangular ) 54 planting of trees and their maintenance for one year : planting of trees by the road side ( avenue trees ) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard / sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year 55 road marking with hot applied thermoplastic compound with reflectorising glass beads on concrete surface : providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. 56 ( i ) providing and fixing logo of maintenance project : providing and fixing of typical informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 57 brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications clauses 600, 900 and 1208.4 58 plastering with cement mortar ( 1:4 ) on brick work in sub structure as per technical specifications 59 painting two coats on new concrete surfaces : painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical specification clause 1701 60 add 18% gst 61 add 1% labour cess 62 seigniorage fee 63 5 year maintenance cost 64 add 18% gst 65 add 1% labour cess 66 seigniorage fee 67 4 ) vishunpur to kafarpur harsam chak via pani tanki in danapur block unde m / r ( 3054 ) 68 clearing and grubbing road land ( by manual means ) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e / i 69 construction of subgrade and earthen shoulders : construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1. 70 cement concrete pavement: construction of un reinforcedplain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 m 30 grade coarse and fine aggregate maximum size of aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design , laid in approved fixed side formwork ( steel channel , laying and fixing of 125 micron thick plythene film , wedges , steel plates including levelling the formwork as per drawing ) spreading the concrete with shovels , rakes , compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion , constrution joints , applying debonding strips , primer , sealant , dowel bars , near approaches to bridge / culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501. 71 reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. km stone 72 reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 200 m stone 73 providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 ( 600 mm equilateral & triangle ) 74 providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 ( 600 mm circular ) 75 providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 ( 600 mm x 450 mm rectangular ) 76 planting of trees and their maintenance for one year : planting of trees by the road side ( avenue trees ) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard / sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year 77 road marking with hot applied thermoplastic compound with reflectorising glass beads on concrete surface : providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. 78 ( i ) providing and fixing logo of maintenance project : providing and fixing of typical informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 79 brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications clauses 600, 900 and 1208.4 80 plastering with cement mortar ( 1:4 ) on brick work in sub structure as per technical specifications 81 painting two coats on new concrete surfaces : painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical specification clause 1701 82 add 18% gst 83 add 1% labour cess 84 seigniorage fee 85 5 year maintenance cost 86 add 18% gst 87 add 1% labour cess 88 seigniorage fee 89 5 ) bhuiyan basawan sthan jafarpur to madhya vidyalaya jafarpur in danapur block unde m / r ( 3054 ) 90 clearing and grubbing road land ( by manual means ) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e / i 91 construction of subgrade and earthen shoulders : construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1. 92 cement concrete pavement: construction of un reinforcedplain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 m 30 grade coarse and fine aggregate maximum size of aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design , laid in approved fixed side formwork ( steel channel , laying and fixing of 125 micron thick plythene film , wedges , steel plates including levelling the formwork as per drawing ) spreading the concrete with shovels , rakes , compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion , constrution joints , applying debonding strips , primer , sealant , dowel bars , near approaches to bridge / culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501. 93 reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. km stone 94 reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 200 m stone 95 providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 ( 600 mm equilateral & triangle ) 96 providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 ( 600 mm circular ) 97 providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 ( 600 mm x 450 mm rectangular ) 98 planting of trees and their maintenance for one year : planting of trees by the road side ( avenue trees ) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard / sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year 99 road marking with hot applied thermoplastic compound with reflectorising glass beads on concrete surface : providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. 100 ( i ) providing and fixing logo of maintenance project : providing and fixing of typical informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 101 add 18% gst 102 add 1% labour cess 103 seigniorage fee 104 5 year maintenance cost 105 add 18% gst 106 add 1% labour cess 107 seigniorage fee 108 6 ) name of work:ushri rewa to saray ( bihta ) patr i pathin danapur block unde m / r ( 3054 ) 109 clearing and grubbing road landclearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification clause 201. 110 scarifying existing bituminous surfacescarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4. 111 excavation in soil using hydraulic excavatorand tippers with disposal upto 1000 mexcavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per technical specification clause 302.3 112 construction ofsubgrade & earthen shoulderconstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1. 113 granular sub base with well graded material ( table 400.1 ) ( by mix in place method ) for grading ii materialconstruction of granular sub baseby providingwell gradedmaterial ( crushed stone aggregates and local sand ) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with threewheel 80 100 kn static roller capacity to achieve thedesired density, complete as per technical specification clause 401 114 wbm grading 3 ( by mechanical means ) providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. 115 panel concrete pavementconstruction of un reinforcedplain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 m 30 grade coarse and fine aggregate maximum size of aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design , laid in approved fixed side formwork ( steel channel , laying and fixing of 125 micron thick plythene film , wedges , steel plates including levelling the formwork as per drawing ) spreading the concrete with shovels , rakes , compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion , constrution joints , applying debonding strips , primer , sealant , dowel bars , near approaches to bridge / culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501. 116 brick solinglaying brick soling layer on prepared sub grade with brick on end edging according to lines, graded and cross section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with threewheel road roller 80 100 kn as per technical specification clause 412 117 reinforced cement concrete m15grade kilometre stone / local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703 118 ordinary kilometer stone ( precast ) 119 200 m stone ( precast ) 120 providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per bs:873 ( part 4 ) 1973. 121 supplying and installation of delineators ( road way indicators, hazard markers, object markers ) , 80 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to irc 79 and the drawings. 122 retro reflectorised traffic signsproviding and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and technical specification clause 801 123 600 mm equilateral triangle 124 600 mm circular 125 600 mm x 450 mm rectangular 126 painting two coats on new concrete surfaceprinting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and technical specification clause 1701 127 printing new letters & figures of any shadeprinting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and technical specification clause 1701 ( ii ) english & roman 128 mmgsy sign boardproviding and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges.the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube.all m.s. will be stove enameled on both sides.lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 129 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. 130 road marking with hot applied thermoplastic compound with reflectorising glass beads on cement concrete surfaceproviding and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. 131 guard stones / boundary stones / gaurdrails painting, guard stones, boundary stones and guardrail 132 dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per technical specification clause 202. ( c ) reinforced cement concrete 133 dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per technical specification clause 202. ( b ) cement mortar 134 earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. 135 providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203pcc m 15 136 providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203pcc m 20 137 providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 ( i ) rcc grade m 20 138 plain / reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 ans 1204pcc grade m 20 139 providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 ( ii ) rcc grade m 25 140 supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202 141 supplying, fitting, and placing hysd bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202 142 plastering with cement mortar ( 1:4 ) plastering with cement mortar ( 1:4 ) on brick work in sub structure as per technical specifications 143 providing weepholes in brick masonry / stone masonry, plain / reinforced concrete abutment, wing wall, return wall with 100 mm dia ac pipe extending through the full width of the structures with slope of 1 ( v ) :20 ( h ) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 144 providing bitumen painting over top surface of abutment cap & inner vertical surface of dirt wall including heating the bitumen & cost of painting brush etc. all complete. 145 providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per centbitumen by weight 146 fillling in foundation trenches as per drawing and technical specification clause 305.3.9 ( i ) sand filling 147 add 18% gst 148 add 1% labour cess 149 seigniorage fee 150 5 year maintenance cost 151 add 18% gst 152 add 1% labour cess 153 seigniorage fee...
Due Date : November 02, 2022
Tender Value : ₹ 4.67 Crore
