Tender For supply of printed stationery e e - record of sub station , quarterly maintainance record of substaion , earth fault and earth leakage relay test , equipment insulation resistance test rec , buchholze relay test record , mocb and vcb record , breakers maintainance , 11kv breaker and relay operational recor , shut down approval , lmv daily log book , 33kv ss shiftwise meter reading book , format for enm record book type 1,2,3 , gate pass , mb book duplicate copy , unit store requistion book , format for permit to work , pump maintainance , first aid box book , schedule format , rescue practices record , bg4 record , caravent appratus record , fire extinguisher , caba test report , diesel issue daily register , party wise ledger , party wise raod day book , empty truck entry book , internal coal production register , daily production dispatch reporrt , coal dispatch security checkpost , g.m.r.m.s.f , road sales and entry format , noise survey format , lightining survey format , daily explosive consumption register , production data book mntly and daily , vakalatnama , theft and recovery report , gate pass e and t , supply order register , mb book survey civil , re-3 explosive , re-5 explosive , form-n safety , form - m safety , form-o safety , memo book duplicate , reject box memo , ev bill , wagon no book , joint inspection register , tare weight book , internal transport wt register , daily prod and dispatch report , daily prod and dispatch report nmug-oc , rake wise register , under load and over load , rake wise rr , rake wise statement , rail e motion weigh bridge reg , pump mainatanince record , weekly report of 11kv substation , shut down report , quarterly maintainance of ocb , weekly maintainance of ocb , quaterly maintainance of transformer , daily reading report , salesg entry register , higher education , ccl format , daily check sheet of hydraulic excavator , machine innspected tipper , machine inspected drill , machine inspected dozer, grader, loader , machiine inspected excavator , long roll register , tender register , imprest register , complaint register , dispatch register inward outward , test record of i.m.d.t relay , 3.3kv breaker and relay operational record , transformer oil dilelectrics strength r , sick certificate hospital , opd slip , occupational health center ime , weekly hospital report , occupational health center pme , opd registration register , register for sick certificate , csr register , daily opd report register , contractor worker register , monthly report of opd register , opd register for retired employee , bill passing register , stock ledger of medicines , stock ledger of medicine items , received medicines and expenditure registe , proposal form , referal letter , leave application hospital , refral form for investigation , sheet 3 , certificate form for final approval of a , medical bill scrutiny chart , cms hq second scrutiny register , mat form 3 register , bed ticket , temperature chart admission file , feedback form , x ray form , discharge ticket , admisiion register , emergency register , csr refer paper , red form , consent form , blood sugar monitor chart , temperator monitor chart for referigerat , emergency drug checklist , continuation sheet , death certificate , police information report , injury report , intake and output chart , indent register , stock register , //bid details 2 / 146 output chart , indent register , stock register , material issue statement , covering letter , report of medical examination , candidate declaration statement asst manager diary, overman report book, mining sirdar report book, form a, authorisation book with numbering, spot inspection book triplicate copy with page no, iso inspection book triplicate copy with page no, form u duplicate copy with page no, blast details, transit slip, daily report overman blasting, daily production register, form- 2d, form-2b, security check post register, saptahik duty talika register, dainik suraksha report,
Tender For day to day maintenance & repairing of industrial vacuum loader, hydraulic unloading system, tipper & truck pick & carry crane, crane mounted truck, platform truck, tractor, road roller & forklift for two years.
Tender For corrigendum : bazar supply rrs material in technical area at af stn purnea under age i af purnea - excavation over area not exceeding 1.5mtr deep and getting out in soft/loose soil complete all as specified and directed., removing excavated material exc 250 m but n.exc 500 m and depositing where directed complete all as specified and directed., supply only for broken stone boulders of granite /trap or basalt stone of size exc 100 mm but not exc 300 mm including surface dressing of stacking ground & stacked properly,complete all as specified and directed. note:-(i) stack measurement of broken stone/boulders shall be entered in mb before payment., hiring of vibromax power roller of capacity 8 to 12 toone capacity for rolling/compaction of stone boulder,gsb and wet mix macadam as directed by engr-in-charge. note:- (i) per shift of 04 hrs(ii) rate to be quoted by contractor for vehile/plant when working site in technical area.(iii) necessary register shall be maintained having working hours before claiming paymeny duly signed by the engr-in-charge and contractor., hiring of generator 5 kva (trailor mounted) with all electric connection accessories to electric output units installed to any location in technical area as directed by engr-in-charge.note:- (i) per shift of 04 hrs(ii) rate to be quoted by contractor for vehile/plant when working site in technical area.(iii) necessary register shall be maintained having working hours before claiming paymeny duly signed by the engr-in-charge and contractor., hiring of slush pump of capacity 1.5 hp with water discharge 20000 ltrs per hours for dewatering propose from trenches /well etc with provision of hose pipe of suitable bore beyond 100 mtr from exercise location as directed by engr-in-charge.note:- (i) per shift of 04 hrs(ii) rate to be quoted by contractor for vehile/plant when working site in technical area.(iii) necessary register shall be maintained having working hours before claiming paymeny duly signed by the engr-in-charge and contractor.(iv) necessary arrangement shall be made by the contractor within 24 hrs after intimation of engineer-in-charge for conduction of scheme., hiring of tipper 8.5 cum capacity delivered to any location in technical area for shifting of rrs material as directed by engr-in-charge.note:- (i) per shift of 04 hrs(ii) rate to be quoted by contractor for vehile/plant when working site in technical area.(iii) necessary register shall be maintained having working hours before claiming paymeny duly signed by the engr-in-charge and contractor.(iv) necessary arrangement shall be made by the contractor within 24 hrs after intimation of engineer-in-charge for conduction of scheme., hiring of jcb 4 cx deliverd to any location in technical area as directed by engr-in-charge. note:- (i) per shift of 04 hrs(ii) rate to be quoted by contractor for vehicle/plant when working site in technical area.(iii) necessary register shall be maintained having working hours before claiming paymeny duly signed by the engr-in-charge and contractor.(iv) necessary arrangement shall be made by the contractor within 24 hrs after intimation of engineer-in-charge for conduction of scheme., hiring of front end loader (hydraulic wheeled) delivered to any location in tech area for excavation in trenches/loading of rrs material as directed by engr-in-charge.note:- (i) per shift of 04 hrs(ii) rate to be quoted by contractor for vehile/plant when working site in technical area.(iii) necessary register shall be maintained having working hours before claiming paymeny duly signed by the engr-in-charge and contractor.(iv) necessary arrangement shall be made by the contractor within 24 hrs after intimation of engineer-in-charge for conduction of scheme., hiring of water bowzer of 10000 ltrs capacity with filled water in tech area in any locatio as directed by engr-in-charge.note:- (i) per shift of 04 hrs(ii) rate to be quoted by contractor for vehile/plant when working site in technical area.
Tender For rrsmp/25-26 barsoi/03 - abadpur to jagarnathpur, clearing and grubbing road land (by manual means)clearing 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., 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., excavation in soil using hydraulic excavator and tippers with disposal upto 1000 mexcavation 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 1000 m as per technical specification clause 301.5, construction of subgrade & 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., granular sub-base with well graded material (table 400.1)construction of granular sub-base by providing well graded material (crushed stone aggregates and local sand), spreading in uniform layers with motor grader 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, ( by mix in place method ) for grading ii material, wbm grading 3providing, 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., a (by manual means ), wmm(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 0.70-1.0kg/sqm using mechanical means as per technical specification clause 502, tack coatproviding 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., tack coatproviding and applying tack coat with bitumen emulsion (rs-1) using emulsion distributo
Tender For rrsmp/25-26 purnea/02 - repair of road from jalalgarh railway gumti to mahiyarpur via chauhan tola, clearing and grubbing road land (by manual means)clearing 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., 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., construction of subgrade & 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., granular sub-base with well graded material (table 400.1)construction of granular sub-base by providing well graded material (crushed stone aggregates and local sand), spreading in uniform layers with motor grader 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, ( by mix in place method ) for grading ii material, wmm(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 0.70-1.0kg/sqm using mechanical means as per technical specification clause 502, tack coatproviding and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503., semi-dense bituminous concreteproviding 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., cement concrete/panel concrete pavementconstruction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approved grade cement @ 400 kg per cum, coarse and fine aggregate conforming to is 383 as per actual design mix, processing 28 days minimum compressive strength of 35 (thirty five) mpa and minimum flexural strength of 4.5 (four point five) mpa, 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 in a continuous operation including provision of contraction, expansion, constructi
Tender For rrsmp/25-26 pakridayal/03 - bakhri arvind singh ke khalihan to digha pokhar, setting out pillars :- 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, clearing and grubbing road landclearing 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 ( by manual means) in area of non-thorny jungle, cutting of trees including cutting of trunks, branches and removal of stumps cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per technical specification clause 201.7, girth above 300 mm to 600 mm, girth above 600 mm to 900 mm, removal of telephone/electric poles and lines removal of telephone/electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per technical specification clause 202., construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m & 100 m as per technical specification clause 303.1. (including royality & labour cess)., 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 tractor mounted grader arrangement 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. (for grading ii material), wmm :- 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 0.70-1.0kg/sqm using mechanical means as per technical specification clause 502, tack coat:- providing 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., 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 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.
Tender For rrsmp/25-26 pakridayal/01 - construction of road from dulma dalit bastee to dulma chowk via village dulma., setting out pillars :- 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, clearing and grubbing road landclearing 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 ( by manual means) in area of non-thorny jungle, cutting of trees including cutting of trunks, branches and removal of stumps cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per technical specification clause 201.7, girth above 300 mm to 600 mm, girth above 600 mm to 900 mm, removal of telephone/electric poles and lines removal of telephone/electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per technical specification clause 202., box cutting :- 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, scrarifying existing bituminous surface to a depth of 150 mm and disposal disposal of scrarified materials with a lift upto 3m and lead upto 1000m as per technical specification clause 301.4, construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m & 100 m as per technical specification clause 303.1. (including royality & labour cess)., 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 tractor mounted grader arrangement 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. (for grading ii material), wmm :- 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 0.70-1.0kg/sqm using mechanical means as per technical specification clause 502, tack coat:- providing 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., semi-dense bituminous concrete :- providing and laying semi dense bituminous concrete with 100-120 tph batch type hmp producing an average
Tender For rrsmp/25-26 pakridayal/04 - deokuliya phenhara road to bari tola, setting out pillars :- 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, clearing and grubbing road landclearing 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 ( by manual means) in area of non-thorny jungle, cutting of trees including cutting of trunks, branches and removal of stumps cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per technical specification clause 201.7, girth above 300 mm to 600 mm, girth above 600 mm to 900 mm, removal of telephone/electric poles and lines removal of telephone/electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per technical specification clause 202., box cutting :- 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, construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m & 100 m as per technical specification clause 303.1. (including royality & labour cess)., 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 tractor mounted grader arrangement 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. (for grading ii material), wmm :- 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 0.70-1.0kg/sqm using mechanical means as per technical specification clause 502, tack coat:- providing 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., 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 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with se