Latest vinyl flooring Tenders | Government vinyl flooring Tenders

Central Government/Public Sector

CTN :39127093

03 Feb, 2025 NA

Lucknow - Uttar Pradesh

Tender For dismantling of existing pvc flooring & providing, laying and fixing of 4.0mm thick acoustic vinyl flooring (roll type) and painting work in studios at akashvani agra (up).

Central Government/Public Sector

CTN :39127095

03 Feb, 2025 NA

Lucknow - Uttar Pradesh

Tender For dismantling of existing pvc flooring & providing, laying and fixing of 4.0mm thick acoustic vinyl flooring (roll type) & cut pile/loop pile acoustic antistatic carpet in studios at akashvani lucknow (up).

CTN :39117073

04 Feb, 2025 28.26 Lacs

Agartala - Tripura

Tender For external repair work for block no. 5, type-iii old residential quarters, including laying of paver blocks around blocks no. 2 & 3 of type-iii and providing shed for the diesel generator set at the gpra complex, gandhigram, agartala, tripura. (2nd call)

CTN :39136519

12 Feb, 2025 5.05 Crore

Patoda - Maharashtra

Tender For construction of samajik sabhagraha, c.c. road, beautification work, laying paver block, draiange, dome work, metalling of road at various places in gevrai, maliwada, patoda, daultabad, balapur, sajapur, mitmita, wadgaon (ko) in tq. chhatrapati sambha

Central Government/Public Sector

CTN :39079997

04 Feb, 2025 NA

Vijayawada - Andhra Pradesh

Tender For providing false ceiling and vinyl flooring and other repairs to netia server room at scob, false ceiling at kondapalli basement rooms, akashvani, vijayawada..

Central Government/Public Sector

CTN :37553745

28 Jan, 2025 15.40 Lacs

Tirunelveli - Tamil Nadu

Tender For bid to ras bid to ras supply and installation of vinyl flooring at 5 air stations - supply of vinyl flooring 2mm thickness , removing existing flooring at akashvani dharwad , fixing of vinyl flooring 2mm thickness at akashvani dharwad , supply of vinyl flooring 2mm thickness at akashvani bhadravathi , removing existing flooring at akashvani bhadravathi , fixing of vinyl flooring 2mm thickness at akashvani bhadravathi , supply of vinyl flooring 2mm thickness at akashvani cuddapah , removing existing flooring at akashvani cuddapah , fixing of vinyl flooring 2mm thickness at akashvani cuddapah , supply of vinyl flooring 2mm thickness at akashvani tirunelveli , removing existing flooring at akashvani tirunelveli , fixing of vinyl flooring 2mm thickness at akashvani tirunelveli , supply of vinyl flooring 2mm thickness at akashvani calicut , removing existing flooring at akashvani calicut , fixing of vinyl flooring 2mm thickness at akashvani calicut

CTN :39086622

31 Jan, 2025 8.39 Lacs

Karnal - Haryana

Tender For const of miscellaneous work in ward no 10 assandh (only for landc society ltd) - [13.29.2]steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [through rate], [17.14.2]granular sub-base with close graded material - (table:- 400-1) plant mix method construction of granular sub-base by providing material as per grading iii (table 400-i of mortandh 5th revision) mixing in a mechanical mix plant at omc, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of mortandh specifications 2. grading ii material [through rate], [17.69.2]interlocking concrete block pavement 2. providing and laying 80 mm thick isi marked interlocking paver blocks conforming to is 15658:2006/irc sp 63: 2004 of all shapes and colours in design mix cement m 40 over the bed of 30 mm thick fine sand complete in all respect. [through rate], [17.70]removal of existing ipb by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. [through rate], [17.71]relaying of available (removed and stacked) interlocking paver block pavement having thickness 100mm/80 mm/ 60 mm (average = 80mm) as per drawings and technical specification clause 1504 [through rate], [26.4.1]site clearance 1. excavation in dumped stones or malba including stacking of serviceable and unserviceable material separately and disposal of unserviceable material, lead up to 50m and lift up to 1.5 m, disposed material to be neatly dressed [through rate], [5.23.2]demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 2. nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) [through rate], [6.1.1]providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work below plinth level and up to floor iv level: 1. 1:1 :3 (1 cement: 1 coarse sand (zone-iii) : 3 graded stone aggregate 20 mm nominal size) [through rate], [9.57.3]providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes. 3. 150 mm diameter [through rate]

CTN :39087211

04 Feb, 2025 NA

Dindigul - Tamil Nadu

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

CTN :39087284

04 Feb, 2025 NA

Dindigul - Tamil Nadu

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

CTN :39087310

04 Feb, 2025 NA

Dindigul - Tamil Nadu

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

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