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Tender For p/l metalling and tarring in km 0/0 to 0/425 - preparing and applying primer coat with bitumen vg-30 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg /sqm using mechanical means as per technical specification clause 502. as per direction and entire satisfaction of engineer in- charge with in all leads .lifts and carriage of materials and other incidentals ., providing and applying tack coat with bitumen ( vg-30) using bitumen distributor at the of 0.20 kg per square meter on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per technical specification clause 503 as per direction and entire satisfaction of engineer in- charge with in all leads .lifts and carriage of materials and other incidentals ., providing , laying and rolling of open graded premix carpet of 20mm (twenty millimeter) thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion 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 three wheel 80-100 kn static roller capacity finished to required level and grades to be followed by seal coat of either type b as per technical specification clause 508 (mechanically means )bitumen ( vg-30) as per direction and entire satisfaction of engineer in- charge with in all leads .lifts and carriage of materials and other incidentals ., providing and laying seal coat sealing the void in a bituminous surface laid to the specified levels grade and cross fall using type b as per technical specification clause 510 by mechanical means bitumen ( vg-30) as per direction and entire satisfaction of engineer in- charge with in all leads .lifts and carriage of materials and other incidentals .
Tender For repair of pickup roller - replace of drum roller printer hp laser jet regd no 9918572 and 4921246 , replace of incooler sensor , repair of cartage assy , repair of pickup roller , repair of paper sensor , replace of printer pumping assembly , replace of hp laser mfp 136n drum assy regd no cnvq5k9sr , repair of power supply printer , replace of logic card printer , repair of fuse assy printer
Tender For supply of replace of laser lamp multimedia projector regd no snvwj211601461 , repair of ups card 10 kva online regd no 5gq9wt3 , replace of head assy colour printer epson regd no x4c4004396 , printer repair of power supply , replaceof logic card printer , repair of printing pump assy , repair of pickup roller , repair of ups card 2 kva
Tender For supply of replace of brother printer drum assy regd no 392768 and 392715 , replace of fly gear printer , repair of head assy , replace of printer pumping assembly , replace of paper sensor printer , repair of pickup roller , repair of power supply printer , replace of paper controller
Tender For supply of replace of drum roller printer canon ir 2006n , replace of fly gear 27t , replace of fly gear 41t , repair of fly roller , replace of fteflon 413t , repair of head 413t , repair of running roller , repair of drum unit , repair of paper controller , repair of head assy
Tender For mudhalvarin grama salaigal membattu thittam mgsmt 2025-26 phase- i package no. tn05-02 3 nos in oddanchatram block of dindigul district - name of the work : 1. upgradation of the road from veeralapatty - velur bt road km 0/0 - 1/060 (r 102)estimate amount : rs. 35.23 lakhs, a. construction work clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp., km 0/0 -1/060, earth work excavation from borrow pits for filling in all classes of soil except sand and hard rock etc with initial lead and lift for raising and widening the existing road sidedrain etc, complete.as per ss20a, km 0/0 -1/060, providing and laying spreading and compacting graded stone aggregate to wet mix macadam(wmm) specification including premixing the material with water at omc in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete., km 0/0 -1/060, providing and laying of prime coat using emulsion at the rate of 7 kg per ten square meter over the wmm surface preparatory to another bituminous construction over it.. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification., km 0/0 -1/060, providing and laying tack coat over wmm surface(treated with primer) using 2.5kg of bitumen emulsion rs-1 for 10sqm for preparatory to another bituminous construction over it including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification.., km 0/0 -1/060, bituminous concrete 25 mm thick using cmp (grade-ii) providing and laying bituminious concrete to 25mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of vg30/vg40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t cmp with bitumen boiler, tipper trucks,paver finisher/9m
Tender For mudhalvarin grama salaigal membattu thittam mgsmt 2025-26 phase- i package no. tn05-04 3 nos in oddanchatram block of dindigul district - name of the work : 1. strengthening of the road from vadamadurai - oddanchatram road to thippampatty km 0/0 - 1/550 (r 131)estimate amount : rs. 55.40 lakhs, a. construction work clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp., km 0/0 -1/550, earth work excavation from borrow pits for filling in all classes of soil except sand and hard rock etc with initial lead and lift for raising and widening the existing road sidedrain etc, complete.as per ss20a, km 0/0 -1/550, picking the existing worn - out wbm / bt surface using 5 - 10 cm thick including allcost andconveyance of all materials and all labour charges etc complete, km 0/0 -1/550, providing and laying spreading and compacting graded stone aggregate to wet mix macadam(wmm) specification including premixing the material with water at omc in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete., km 0/0 -1/550, providing and laying of prime coat using emulsion at the rate of 7 kg per ten square meter over the wmm surface preparatory to another bituminous construction over it.. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification., km 0/0 -1/550, providing and laying tack coat over wmm surface(treated with primer) using 2.5kg of bitumen emulsion rs-1 for 10sqm for preparatory to another bituminous construction over it including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification.., km 0/0 -1/550, bituminous concrete 25 mm thick using cmp (grade-ii) providing and laying bituminious concrete to 25mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of vg30/vg40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roll
Tender For mudhalvarin grama salaigal membattu thittam mgsmt 2025-26 phase- i package no. tn05-06- 2 nos in oddanchatram block of dindigul district - name of the work : 1. upgradation of the road from k.keeranur - kallimandayam road to perumal karadu road. km 0/0 - 0/870 (r 439)estimate amount : rs. 30.37 lakhs, a. construction work clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp., km 0/0 -0/870, earth work excavation from borrow pits for filling in all classes of soil except sand and hard rock etc with initial lead and lift for raising and widening the existing road sidedrain etc, complete.as per ss20a, km 0/0 -0/870, providing and laying spreading and compacting graded stone aggregate to wet mix macadam(wmm) specification including premixing the material with water at omc in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete., km 0/0 -0/870, providing and laying of prime coat using emulsion at the rate of 7 kg per ten square meter over the wmm surface preparatory to another bituminous construction over it.. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification., km 0/0 -0/870, providing and laying tack coat over wmm surface(treated with primer) using 2.5kg of bitumen emulsion rs-1 for 10sqm for preparatory to another bituminous construction over it including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification.., km 0/0 -0/870, bituminous concrete 25 mm thick using cmp (grade-ii) providing and laying bituminious concrete to 25mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of vg30/vg40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t cmp with bitumen boiler, tipp