Earth Filling Tenders

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Corporations/Associations/Others

CTN :39428375

06 Mar, 2025 49.00 Lacs

Multi City - Karnataka

Tender For construction of sanitary land fill area at newly approved landfill site at bangarada gani grama sy no 02 in cmc kgf limits

corporations/Associations/Others

CTN :39437853

07 Mar, 2025 8.30 Crore

Chidambaram - Tamil Nadu

Tender For chidambaram municipality - providing additional works and earth filling for new bus stand at lalpuram in chidambaram municipality

State Government

CTN :39438463

13 Feb, 2025 5.65 Lacs

Kalyanpur - West Bengal

Tender For construction of cc pavement including earth filling beside sanitary godown at urban health centre at kalyanpur housing within ward no. 22, borough-v under annual maintenance contract

CTN :39440827

26 Feb, 2025 6.95 Lacs

Multi City - Uttar Pradesh

Tender For construction of earth filling and drain work from birju rathor to ramlakhan house mohalla surajpur

CTN :39440913

26 Feb, 2025 17.10 Lacs

Multi City - Uttar Pradesh

Tender For earth filling kanha gausala bidhuna

CTN :39423168

03 Mar, 2025 14.73 Lacs

Rajmahal - Jharkhand

Tender For earth filling work of kabristan and janamaz area at ob dump hatia rehab site, under rajmahal area.

CTN :39427816

28 Feb, 2025 92.3 Thousand

Sakleshpur - Karnataka

Tender For construction of drain with deck slab upgradation sanitary land fill site in malali of sakleshpur tmc limit

CTN :39387645

27 Feb, 2025 24.36 Lacs

Panchkula - Haryana

Tender For special repair of topiary park sec-6 pkl, ( construction of toe wall of park along service road , earth filling around fountain/ water body construction of 02nos. rain harvesting well raising of chequared of tile path, water body. fount

CTN :39407696

27 Feb, 2025 5.85 Lacs

Fatehabad - Haryana

Tender For earth filling in city park, mc uklana.

CTN :39387314

25 Feb, 2025 10.00 Crore

Muzaffarpur - Bihar

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

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