Latest ceramic tile flooring repair Tenders | Government ceramic tile flooring repair Tenders

Central Government/Public Sector

CTN :42667839

04 Dec, 2025 43.68 Lacs

Gaya - Bihar

Tender For corrigendum : provn of accessories for solid waste and decompost system at mil stn gaya - surface excavation not exc 30cm deep and averaging 15cm deep and getting out in soft/loose soils., removing excavated soil n exc. 50m & depositing where directed at a level n exc. 1.5 m above the starting point., m & l for hard core of gauge exc. 63mm but n exc 100mm deposited, spread & levelled in layers n exc. 15 cm thick, watered & rammed to a true surface of broken stone/boulder., m & l 75mm thick pcc type c-2, (1:3:6) using 40mm graded stone aggregate as in path hard standing as directed, m&l pcc 1:2:4 type b1 (20mm graded agg) as in copings,benching,bed block,lintel band drains and channels etc and similar work incl form work.kerbs and like incl weathering slightly rounded or chamfered angles and throating as directed, m&l rubber moulded precast concrete interlocking paver block any shape and size confirming to is 15658-2006 of 80 mm thickness m-40 grade with grey cement and no pigments al as spfd and directed., m&l sand filling under floors are in foundation including watering and consolidation, m & l organic waste composition machine of 1000kg/day capacity all as specified., m & l organic waste shredder machine of 1000kg/day all as specified., m & l conveyer belt for organic waste all as specified and directed, supply and laying river bed fine sand in trenches/ ducts 15 cm under cable and 8 cm above the cable for cushioning / protection to cable including spreading, levelling and get thick 18cm after hand punning complete all as specified and directed at site.

State Government

CTN :42905414

03 Dec, 2025 93.24 Lacs

Kota - Rajasthan

Tender For digod to dobari - clearing and grubbing road land 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 morth specification clause 201. by mechanical means in area of thorny jungle, dismantling of flexible pavements dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per morth specification clause 202 by mechanical means bituminous courses & granular courses, 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 400-12 & 400-13 and morth specification clause 406. by mechanical means with all lead, prime coat providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base(wbm/wmm) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per morth specification clause 502, tack coat providing and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per morth specification clause 503., bituminous macadam providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per morth specification clause 504. bitumen (vg-30), 20mm thick open-graded premix carpet using bituminous (penetration grade/modified bitumen) binder using plastic waste providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm 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 of aggregate and plastic waste cutting in a hotmix plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per morth specification clause 510. (bitumen vg-30) (by mechnical means) waste plastic @ 8% of bitumen. case - ii by mechanical means bitumen (vg-30), seal coat providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per morth specification clause 511 by mechanical means case - ii : type b bitumen (vg-30), 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 50 m as per morth specification clause 305.3, carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. earth, sand, lime, morrum manure or sludge, providing and erecting typical citizens information board as per approved drawing & specification made of two ms sheet of

State Government

CTN :42983485

05 Dec, 2025 1.90 Lacs

Sarkaghat - Himachal Pradesh

Tender For repair of old plaster and providing and laying interlocking paver blocks deposit work

corporations/Associations/Others

CTN :42981854

18 Dec, 2025 2.90 Lacs

Kolkata - West Bengal

Tender For renovation of footpath by laying paver block at deshapriya park (east) and allied civil work in ward no-85, under br-viii. (apas/01/161/286/0002)

State Government

CTN :42931658

04 Dec, 2025 2.40 Crore

Mandi - Himachal Pradesh

Tender For construction of retaining wall at km 3/820 to 3/835, 4/310 to 4/330, providing and laying 600mm dia hp culvert atkm 1/850,2/700, 3/320, 4/100, 5/150 construction of u-shape draing at km 3/420 to 3/920, repair of pot holes patchwork between km 1/360 to 5/360 and construction of unlined drain remaining portion between km 1/360 to 5/360 onrestoration of rain damages on mohan ghatti to rada malan ghatgalu bhatwar road km 1/360 to 5/360,construction of retaining wall at km 0/460 to 0/480 and 1/105 to 1/125 and construction of 900 mm dia hume pipeculvert at km 2/160 on restoration of rain damages on raktal changehar bangota chakroad khaddar roadconstruction of retaining wall at km 2/775 to 2/785, 3/030 to 3/050, providing and laying 600mm dia hp culvert atkm 0/700, 1/320, 1/500, 1/650 and repair of pot holes patch work between km 0/00 to 1/700 and construction ofunlined drain between km 0/00 to 2/500 under pdna 2023) on restoration of rain damages on suja bhajrala roadkm 0/00 to 4/00, construction of retaining wall at km 0/510 to 0/520, 0/770 to 0/778 and 2/210 to 2/218 onrestoration of rain damages on ahju kholli tramat road km 0/00 to 2/500, construction of retaining wall at km0/240 to 0/248, providing and laying 600mm dia hp culvert at km 0/230, 1/650 and repair of pot holes patch workbetween km 0/00 to 1/700 and construction of unlined drain between km 1/00 to 2/500 on restoration of raindamages on ahju suja road km 0/00 to 4/00, construction of retaining wall at km 0/135 to 0/155, providing andlaying 600mm dia hp culvert at km 0/130,0/240,1/370,1/500 and construction of u-shape drain at km 0/00 to 0/200 onrestoration of rain damages on link road to vill sagnehar km 0/00 to 0/500, construction of retaining wall at km0/650 to 0/660 and 0/710 to 0/720 kharanja stone soling at km 0/150 to 0/190, interlocking paver block at km 0/055 to0/130, 0/150 to 0/190, 0/880 to 0/990, u-shape drain at km 0/00 to 0/600and repair of pot holes patch work betweenkm 0/00 to 1/000 on restoration of rain damages on suja sandral road km 0/0 to 1/000, construction of retainingwall at km 0/210 to 0/230, providing and laying 600mm dia hp culvert at km 0/700,1/320,1/500,1/650 and repair ofpot holes patch work between km 0/00 to 2/220 and construction of unlined drain between km 0/00 to 2/500 onrestoration of rain damages on chanjra badehar road km 0/00 to 2/500, construction of retaining wall at km 3/195to 3/205, providing and laying 600mm dia hp culvert at km 0/420,0/905, 1/800, 2/320, 2/800, 3/500 construction ofunlined drain at km 1/00 to 2/500, repair of pot holes patch work between km 2/030 to 3/000 on restoration of raindamages on bhatehar tramat road km 0/0 to 4/500, construction of retaining wal at km.0/680 to 0/730, 1/015 to1/045,1/285 to 1/300, providing & laying 600mm dia hp culvert at km.0/900, c/o u-shape drain at km.1/00 to 1/350,repair of pot holes patch work between km.0/00 to 0/990 on restoration of rain damages on sukabag swarka roadkm.0/0 to 1/800, repair of pot holes at km.0/00 to 1/770 and excavation of katcha drain at rd 0/190 to 1/650, 1/800 to2/100 & 2/340 to 2/300 on restoration of rain damages from ladruhin khalai km.0/0 to 3//00, providing and laying600mm dia hume pipe culvert at km 0/100,1/320,1/500 and 1/650, construction of u-shape drain at km 0/200 to 0/325and unlined drain at remaining portion between km 0/00 to 1/700 on restoration of rain damages on sukabag tostain road km 0/00 to 1/700, providing and laying interlocking paver block at km 0/00 to 0/220 on restoration of raindamages on link road to village nanidhar road km 0/00 to 2/785, construction of retaining wall at km 2/970 to2/980, providing and laying 600mm dia hp culvert at km 0/250,0/450,1/070,1/350,1/905,2/500 and repair of pot holespatch work between km 2/00 to 3/00 on restoration of rain damages on link road to vill chhancher km 0/00 to 3/00,construction of edge wall at km 0/610 to 0/625, 1/260 to 1/282 & cement concrete drain at rd 0/0 to 0/200 &am

CTN :42903942

23 Dec, 2025 NA

Dewas - Madhya Pradesh

Tender For development work of garden (construction of boundary wall, stage and laying of paver block)

CTN :42881110

28 Nov, 2025 NA

Jabalpur - Madhya Pradesh

Tender For zone-05 work of laying paver block on one side from ghamandi chowk to kamaniya get and on both sides from lardganj to ghamandi chowk under jawaharganj ward (parshad mad) (3rd call)

State Government

CTN :42626634

28 Nov, 2025 16.49 Lacs

Thiruvananthapuram - Kerala

Tender For corrigendum : capital work of 110kv substation, thirumala - laying of paver blocks for access road to staff quarters at 110kv substation, thirumala

State Government

CTN :42901640

03 Dec, 2025 13.74 Lacs

Solan - Himachal Pradesh

Tender For construction of additional toilet, providing and laying 60mm thick interlocking paver block in court yard and construction of retaining wall etc. under deposit work.

State Government

CTN :42881023

01 Dec, 2025 14.08 Lacs

Delhi - Delhi

Tender For providing and installation of open gym equipments at dada maldev stadium, dariyapurkalan under dilligramodhyaabhiyaan (dga). - excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m. (a) all kinds of soil, providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-iii) : 10 graded stone aggregate 40 mm nominal size), providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-iii) : 4 graded stone aggregate 20 mm nominal size)., providing and laying 60mm thick faciory made cement concrete interlocking paver block of m -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of engineer-in-charge., providing and laying at or near ground level factory made kerb stone of m-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of engineer-in-charge (length of finished kerb edging shall be measured for payment). (precast c.c. kerb stone shall be approved by engineer-in-charge)., surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.(a) all kinds of soil, providing and installation of air walker / health walker of size 1070x615x1509mm fabricated with main post of 114mm c class g.i. pipe made of hot roller tubular steel and hot dipped galvanized and powder welded coated using akzo nobel of 60-80 micron thick., providing and installation of double sit-up station with below specifications:- dimensions (lxwxh): 1500x1150x650mm, fabricated with main post of nb 50mm (g.i) c class pipe of approved make. main frame of nb 32mm (g.i) c class pipe, leg support of nb 65mm (g.i) c class pipe ( nb stands for nominal bore i.e., internal diameter of pipe in millimeters) fixed on its top is back support made of perforated ms sheet of 2mm thickness. all pipes are powder coated using akzo nobel or equivalent point of 80-120micron thick. all joints of pipe are robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. zinc primer paint is applied at all the welding points prior to finishing., providing and installation of surf board/air swing of size 1150 x 900 x 1250mm fabricated with main post of 114mm dia and c class g.i. pipe as per is-1239 and rest of the pipe 40mm dia c class g.i. pipe as per is-1239 and powder coated using akzo nobel or equivalent of 60-80 micron thick., providing and installation of horse rider station with below specifications:- dimensions: 1000x600x1100mm. fabricated with main post of nb 100mm (g.i) c class pipe of approved make. main frame of nb 65mm (g.i) c class pipe. handle support frame of nb 50mm (g.i) c class pipe. ( nb stands for nominal bore i.e., internal diameter of pipe in millimeters). all pipes are powder coated with 80-120 micron thick akzo nobel or equivalent paints. all joints of pipe are robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. zinc primer paint is applied at all the welding points pr

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