Latest nursery work Tenders | Government nursery work Tenders

State Government

CTN :40712442

20 Jun, 2025 10.87 Lacs

Idukki - Kerala

Tender For general-bridge safety works 2024-25- repairing of handrails,footpath, clearing grass, painting and other safety works of various bridges under idukki lac-general civil work

Central Government / Public Sector

CTN :40704029

27 Jun, 2025 1.19 Crore

Noida - Uttar Pradesh

Tender For providing of horticulture service - lumpsum based - as per sor and scope of work of tender; propagation of horticultural crops, site clearing, soil quality checking, garden designing, soil preparation, planting trees/plants/grass, general maintenance of plant (mo..

State Government

CTN :40683898

01 Jul, 2025 NA

Ratnagiri - Maharashtra

Tender For job-work for tree and grass cutting/trimmingnearby ty-1 and ty-2 ht lines from 8-pole switchyard stage-i & ii to dgset, trt and surge well area at stage-iv, kgsc, pophali

State Government

CTN :40683900

01 Jul, 2025 NA

Ratnagiri - Maharashtra

Tender For job-work for tree trimming nearby ht, lt lines andremoval of grass, bushes, at 220 kv switch-yards, stage i&ii, kgsc, pophali.

CTN :40704235

23 Jun, 2025 NA

Pune - Maharashtra

Tender For providing of horticulture service - lumpsum based - setting up of horticulture garden in cauvery block of nbcd school,lonavla as per scope of work; planting trees/plants/grass, applying fertilizers

Corporations And Associations And Others

CTN :40693093

19 Jun, 2025 1.73 Lacs

Panchkula - Haryana

Tender For a/mtc of l/s work in green belt in sector 23, panchkula(mtc of rough grass, trees, shrubs and all other works contingent thereto)

CTN :40691865

18 Jun, 2025 9.63 Crore

Sasaram - Bihar

Tender For mr-n/24-25 sasaram-02/01 - l068-t05 to panrwa (vr37), 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, 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(grade 2) : 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., water bound macadam with stone screening gr-ii : providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kn static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per technical specification clause 405., water bound macadam gr 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 clause 405., 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 (rs-1) using emulsion distributor at the rate of 0.2 to 0.25 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 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 panel concrete ,plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per caluse 1501.2.2 m 30(grade) coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capasity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion ,construction joints, ap

CTN :40627871

18 Jun, 2025 37.84 Lacs

Jhajha - Bihar

Tender For mr-n-24-25- jhajha-01 (kiyajori to jogiyatilha) - kiyajori to jogiyatilha 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, 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 100 m as per technical specification clause 303.1., for 100 m lead @ 80 %, for 100 m lead @ 20 %, 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., providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kn static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per technical specification clause 405., 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., 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 dry lean concrete sub base over a prepared sub grade with coarse and fine aggregate conforming to is 383 , the size of coarse agg. not exceeding 25mm , agg. cememt ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1 , cement content not to be less than 150kg/cm, opc to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant , trasported to site, laid with a paver with electronic sensor , compacting with 8-10 tonnes vibrartory roller, finishing and curing., construction of panel concrete ,plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per caluse 1501.2.2 m 30(grade) coarse and fine aggregates conforming to is:383, maximum s

CTN :40691868

17 Jun, 2025 1.91 Crore

Phulparas - Bihar

Tender For t04 to nathopur via bisanpur length - 1.561 km - setting out pillars providing & fixing of working benchmark pillars 2 nos. per km & 6 nos. of reference pillars required for 1 km. as per drawings given and direction of e/i, 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 brick/tile workdismantling 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 structuresdismantling 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.a) reinforced cement concrete, removing all types of hume pipe and stacking within a lead of 1000m including earthwork and dismantling of masonary works as per technical specification clause 202.1 .b) above 600 mm to 900 mm dia hume pipe, box cuttingexcavation 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 embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures and excavated with an average lead of 50 m graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5 (including royality & labour cess)., construction of embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per technical specification clause 301.5 . (including royality & labour cess).for 1000 m lead @ 20 %, for 100 m lead @ 80%, construction of subgrade and earthen shouldersconstruction 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)( by mix in place method ) for grading i materialconstruction 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., 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., prime coat (low porosity)providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of