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Tender For rrsmp-24-25 muzaffarpur east -1 -01 - t02 - bargaw to shankarpur, clearing and grubbing road land (by manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i, scarifying 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., 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., granular sub-base with well graded material (table 400.1) :- 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 smooth wheel roller to achieve the desired density, complete as per technical specification clause 401., 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 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., wet mix macadam:- providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400.11 & 400.12 and technical specification clause 406., prime coat (low porosity) :- 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., tack coat :- 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., 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 apreviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction., tack coat :- 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., semi-dense bituminous concrete :- providing and laying semi dense bituminous concrete with 100-120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 p
Tender For rrsmp/24-25 muzaffarpur east-1/02 - t03 - mansurpur to beruadih (odr2), clearing and grubbing road land (by manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i, scarifying 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., 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., 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., 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., excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per technical specification clause 302.3, granular sub-base with well graded material (table 400.1) :- 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 smooth wheel roller to achieve the desired density, complete as per technical specification clause 401., 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 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., wet mix macadam:- providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400.11 & 400.12 and technical specification clause 406., prime coat (low porosity) :- 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., tack coat :- 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., bituminous macadam -providing and laying bituminous macadam with 100-120 tph hot mix plant produci
Tender For bid to ras supply of stationery - dak folder , register cover , hard bound ruled register 192 pages , hard bound ruled register 240 pages , hard bound ruled register 480 pages , hard bound ruled register 96 pages , self inking stamp pad , scale transparent , blue pencil , colour pencil , tag , cd and dvd , lrc pad , writing pad , duster cloth white , duster cloth yellow , car diary , plotter tracing , plotter film , rubber band , mouse pad , cup and saucer , pen stand acrylic , duster for board , glass set medium , foot mat , trimmer grass , tray size , note pad , public fund cashbook , sketch pen , envelope a4 , envelope fs , envelope colour , acrylic , rubber stamp , bag , binder clip 19 , binder clip 25 , binder clip 50 , self stick , laminate paper , stapler hd 10 , stapler hd45 , gum bottle , colour flag , transparent tape 50 mm , transparent tape 25 mm , transparent tape 12 mm , transparent tape green , transparent tape blue , strong adhisive glue stic , glossy paper , calculator , ink for stamp , permanent , pencil , hilighter green , hilighter yellow , correction pen , white board marker , air freshener , parker frontier , uclip , paper pin , pvc plastic cover , spiral binding 30mm , spiral binding 40mm , water jug , cd marker , pen 0.45 blue , pen 0.45 black , liquid ink roller , pilot v7 , file cover printed , file cover white , gel pen blue , pilot pen v5 blue , pilot pen v5 black
Tender For supply of construction of astro turf and accessories on existing six a side hockey ground for school of arty--, fih approved global category synthetic hockey uv protected surface cc grass 18 mm fast pro hf of rebound capacity 100mm-425 mm, shock absorption 40%- 65% and surface friction 25mm-45nm., shock pad 15mm cast in situ on prepared bituminous surface with laying and joining including marking as per fih requirements., prep of base including wbm preparation with layer of compacted 150 mm wmm/wbm using coarse aggregate size 40mm to 60mm and stone dust. bituminous macadam prepared out of compacted layer of up to 20mm thickness of bituminous concrete using 6mm stone/baby chips with 80-100/60-70 grade bitumen, compacted with roller of 8-10 ton capacity. adequate drainage around four sides to prevent water accumulation, hockey goal post made of 50 x 75 mm rectangular pipe box type with back board and reinforcement of existing parapet upto a ht of 1.5 ft., interlocking floor tiles with installation, 35 mm artificial grass of dtex value 6300, pp & pe yam of 3/8 gauge stitched 14 stiches per 10 cm backed with pp cloth, sbr latex double backing with installation, 12 seater dug out shelters made of 2" x 2" sq pipe and base made of 100mm x 50 mm heavy ms pipe with non marking branded wheels. 2.5 mm polycarbonate sheet made by 100% virgin lexan material with iv stabilisation, six poles with three 200 watt led lights each with fitting and installation., digital score board (48inch x 30 inch) display digit size 6 inch red colour display