Get complete information related to latest Road Grader Repair Tenders . from India at Classic Tenders. Search the best available tenders from Indian government tenders, domestic Road Grader Repair Tenders , private tenders, online tenders, tender invitation notice, business tender notices, online tenders and bidding Road Grader Repair Tenders.
Tender For allotment of govt land at usgao goa on leave and license agreement for 15 years only for installation of new 100 120 tph batch type hot mix plant rmc plant paver block plant for conducting business for hiring of the same.
Tender For construction of road layers from sub grade to binder/wearing courseof various road falling in umber area of south zone-b(kanakpur) bycontractor s own batch mix type hotmix plant and wmm plant withinsurat city limit with sensor operator paver finisher includingconstruction/repair of footpath, divider, water table and providing &laying/fixing of pavement markings, road stud, road signages withother traffic safety measures under grant of sachin gidc notified areaas per dpr work no. 2.
Tender For construction of road layers from sub grade to binder/wearing courseof various road falling in gabheni area of south zone-b(kanakpur) bycontractor s own batch mix type hotmix plant and wmm plant withinsurat city limit with sensor operator paver finisher includingconstruction/repair of footpath, divider, water table and providing &laying/fixing of pavement markings, road stud, road signages withother traffic safety measures under grant of sachin gidc notified areaas per dpr work no. 1,2,4,5,11.
Tender For construction of road layers from sub grade tobinder/wearing course of various road falling in sachin area of southzone-b(kanakpur) by contractors own batch mix type hotmix plantand wmm plant within surat city limit with sensor operafinisher including construction/repair of footpath, divider, watertable and providing and laying/fixing of pavement markings, road stud,road signages with other traffic safety measures under grant ofsachin gidc notified area as per dpr work no. 3, 5.
Tender For rrsmp/25-26 biharsharif/03 - name of road - nh-82 soyba to masiya road , length- 8.20km .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, dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pices not exceeding 0.02 cumin volume and stock pilling at designated location and disposal of dismantled materials upto a lead of 1000 m,stacking serviceable and unserviceable materials separately., scarifying the existing bituminous road surface 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 embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 100 m as per technical specification clause 301.5, construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5, 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., 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. grading - ii, wbm grading - iii - providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 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., providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per technical specification clause 502., providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503., providing 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., providing and laying semi dense bituminous concrete with 100-120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wh
Tender For rrsmp/25-26 biharsharif/01 - name of road - nh-82 to nepura via malti , length of road - 2105 mclearing 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 and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4., excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per technical specification clause 302.3, construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 100 m as per technical specification clause 301.5, construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5, 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., 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. grading - ii, 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., 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., mix seal surfacing - 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., providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503., providing 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 specifie
Tender For rrsmp/25-26 biharsharif/04 - name of road - construction of road from nh-31 to rahui bazar (incl. 5 years maint.)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, dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pices not exceeding 0.02 cumin volume and stock pilling at designated location and disposal of dismantled materials upto a lead of 1000 m,stacking serviceable and unserviceable materials separately., construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 100 m as per technical specification clause 301.5, construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5, 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., 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. grading - ii, wbm grading - iii - providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 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., providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per technical specification clause 502., providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503., providing 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., construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to is 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished i
Tender For corrigendum : e tender 09 - excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. item no. 2.18, providing and laying in situ / ready mix cement concrete of m-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with scada with fine agreegates of required specifications (natural sand / vsi sand finely washed etc ) item no.11.02, providing and laying in situ/ready mix cement concrete m-20 of trap / granite /quartzite/ gneiss metal for r.c.c. work in foundations like raft, strip foundations, grillage and footings of r.c.c. columns and steel stanchions etc. including bailing out water, formwork, processor etc. complete. with natural sand/v.s.i. quality artificial sand . item no. 25.11, providing and fixing in position tmt - fe - 500 bar reinforcement of various diameters for r.c.c. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. required complete. item no. 26.33, conveying excavated material upto a lead of 2 km away from site including, conveying,stacking,spreading as directed by engineer in charge.as per ssr21-22 statement c1, supplying hard murum/ kankar at the road site, including conveying and stacking complete. item no. 2.29a, spreading hard / soft murum for side width etc. complete. item no. 2.30 page no. 15, compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete.item no. 2.31 page no. 15, spreading 80/40 mm metal for road work including sectionong etc complete as directed by engineer in charge . item no. 50.58, compacting the sub grade/gravel/oversize metal (200 mm loose) layers for all width with power roller having weight 8 to 10 mt. including necessary, labour, materials and artificial watering complete. item no. 50.59, providing and laying cast in situ/ready mix cement concrete in m-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, enabled reversible drum type mixer/concrete batch mix plant (pan mixer) etc. complete. with natural sand/v.s.i. quality artificial sand sr no 816item no 24.01, providing and laying in situ / ready mix m20 cc of trap/ granite/ quartzite/ gneiss metal for wearing course 8cm thick including compacting, finishing, curing and filling in joints with bitumen etc. complete. (with fully automatic micro processor based plc with scada enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications (natural sand / vsi sand finely washed etc ) item no 471 sr no 14.39, royalty charges for sand, royalty charges for metal, royalty charges for murum, sieve analysis, compressive strength of c.c.cube (set of 3 cubes)
Tender For construction of bitumen road layers from sub grade to binder/wearing course for reinstatement of trench line and carpet/recarpet of society /s.m.c property internal roads falling in north zone (katargam) of surat city by contractors own batch mix type hot mix plant and w.m.m. plant to be installed within surat city limit with manual operator paver finisher with traffic safety measures. (work no. 3)