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List of facelifting Tenders

List of latest facelifting Tenders in Indian Tenders. Click on any facelifting Tenders to view BOQ, NIT and Tender Documents. Get GeM Registration and Bidding Support, Vendor Registration for facelifting Tenders.

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1 Security Services
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Central Government/Public Sector
TRN :49055142 |  29 May, 2025
Tender Value : 18.00 Lacs
 Hyderabad - Telangana
Tender for external periodical services, plaster work and certain related works in smq area and civ md accn at afa hyderabad
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2 Power
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State Government
TRN :49057999 |  23 May, 2025
Tender Value : 0
 Ghaziabad - Uttar Pradesh
Tender for tender for construction of civil works for increasing capacity from (1x500 plus 2x315 mva) to (2x500 plus 1x315 mva) at 400 k.v. sub-station-ist muradnagar ghaziabad. - earth work in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) all kinds of soil including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by engineer-in-charge. 2 excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also includingramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all 3 providing and laying in position cement concrete of specified grade 1:4:8 (1 cement : 4 coarse sand (zone-iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)excluding the cost of centering and shuttering - all work up to plinth level : 4 providing and laying in position cement concrete of specified grade 1:5:10 (1 cement : 5 coarse sand (zone-iii) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)excluding the cost of centering and shuttering - all work up to plinth level : 5 providing and laying in position cement concrete of specified grade1:1½:3 (1 cement: 1½ coarse sand (zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) excluding the cost of centering and shuttering - all work up to plinth level : 6 providing and laying in position specified grade of reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand (zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources), excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level : 7 centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrete 8 centering and shuttering including strutting, propping etc. and removal of form for walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 9 centering and shuttering including strutting, propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platform 10 centering and shuttering including strutting, propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts. 11 providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 12 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo-mechanically treated bars of grade fe-500d or more. 13 brick work in foundation & plinth with old dismantled bricks (supplied by department free of cost) and coarse sand mortar in 1:6 including supply of all other materials, labour, removing mortar & cleaning of old & used bricks,t&p etc complete . 14 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in cement mortar 1:4 (1 cement : 4 coarse sand). 15 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand). 16 dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with jamuna sand, with common burnt clay non modular bricks 17 supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of engineer-in-charge . 18 structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 19 mild steel or iron work in heavy sizes such as trusses built up gates, door frames, record, racks roof workgates etc. wrought to required form including holes rivetting or welding where necessary and also fixingin proper position and alignment but when steel is to be provided by the department . 20 12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand). 21 extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturers specification. 22 extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. 23 neat cement punning 24 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade, two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. 25 demolishing cement concrete (nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)) manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 26 demolishing brick work in cement mortar manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge. 27 dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. 28 demolishing r.c.c. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. 29 dismantling of existing pale / security / chain link fencing including post and stacking properly as per direction of the engineer - in - charge. including all labour and t&p etc. required for proper completion of the work 30 disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 31 supply of 25 mm. dia m.s. anchor bolts (conforming to is 266)500 mm. long with base plate (50x50x6mm) welded with anchor boltsincluding its threading upto a length of 10cm. and also supplyof a pair of galvanized standard nuts with threading including supply of 5 mm thick washer and cost of labour, material & t&p for proper completion of work 32 fixing and grouting 25 mmand below dia m.s. anchor bolt in proper alignment level and setout with the help of a template including supply of all labour t&p etc. reqd. for proper completion of the work. (labour rates only) . 33 grouting of 90/105 lbs m.s. railincluding cost of all materials,labour & t&p for fixing of rail in proper alignment, leveland position in transformer plinth foundation etc. as perdirection of eng i/c. (rail to be supplied by thedept.)(labour rates only) . 34 s/f in position 105 lbs m.s. rail for transformer plinth including cost of all labour, material and t&p etc. required for proper completion of the work. 35 fixing and grouting of trench edging in proper level and alignment including cost of all labour, and t&p etc. required for proper completion of the work but excluding cost of c.c. (labour rates only) . 36 fixing of template in position level and alignment for groutingof anchor bolt in auxiliary gantry (labour rate only). 37 fixing of cable trench racks in proper position and alignment including cost of all labour, material and t&petc. required for proper completion of the work (labour rate only). 38 fabrication of template forauxiliary foundation including cost of all labour, and t&p etc. required for proper completion of the work. steel shall be arranged by contractor free of cost. this template shall be property of contractor.(labour rate only). 39 4.0 cm thick 1:1.5:3 plain cement concrete floor with cement, approved coarse sand & 2cm gradedapproved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement andmarble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels ifany and giving them a uniform finish including supply of all materials, labour and t&p etc, required forproper completion of the work. without base cc 40 placing of trench cover of all size in proper position including transportation from different places withinthe s/s area including all labour, t&p etc. required for proper completion of the work as per direction ofengineer - in - charge. 41 preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. 42 providing and laying swr, pvc ( finolex or equivalent ) pipe including cost of excavation, c.c etc including its jointing and connection, all materials, labour and t&p etc. required for proper completion of the work (110mm dia pipe) 43 providing and laying design mix cement concrete of m-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy m.s. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of engineer-incharge (item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).cement concrete manufactured in automatic batching plant (rmc plant) i/c transportation to site in transit mixer 44 providing and fixing in wall lining flat pressed three layer (medium density) particle board or graded wood pre-laminated one side decorative lamination and other side balancing lamination grade i, type ii, is : 12823 marked, including priming coat on unexposed arrangement and screws etc. complete : (12mm thick partical board) 45 hiring of beldar(labour).
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3 Heavy Industries And Public Enterprises
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Boards / Undertakings / PSU
TRN :49062173 |  19 May, 2025
Tender Value : 0
 Kolkata - West Bengal
Tender for tender for system for necessary materials supply and civil construction for new capsule elevator structure at head office, kolkata works viz. brick works, plaster work, dismantling works, pcc & rcc work, tiles & granite work etc.as per tender condition.
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4 Construction
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State Government
TRN :49069029 |  23 May, 2025
Tender Value : 7.74 Lacs
 Lucknow - Uttar Pradesh
Tender for tender for renovation of building. - tender for fixing of pipeline. - tender for painting work. - tender for painting work. - tender for construction of boundary wall. - tender for fixing of granite. - tender for plaster work.
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5 Industrial Development Agencies
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corporations/Associations/Others
TRN :49024378 |  10 May, 2025
Tender Value : 7.20 Lacs
 Kanpur - Uttar Pradesh
Tender for tender for 38-construction of mokshdham at gram chakothi block- chakothi - boring of 25cm dia piles of double under reamed of 50cm dia of bulb and 3.60 meter depth in b.c. soil with hand operated auger machine 2 r.c.c . work in cement coarse sand and 20mm gauge stone gride in proportion 1:2:4 in piles grade beam excluding supply of reinforcement and also including supply of all material labour t&p centeringand shuttering etc. 3 r.c.c . work in cement coarse sand and 20mm gauge stone gride in proportion 1:2:4 in columns excluding supply of reinforcement and also including supply of all material labour t&p centeringand shuttering etc. 4 m-150 brickwork in 1:6 cement and fine sand mortor including cost of material , labour, t&p complete 5 m-150 brickwork in 1:6 cement and fine sand mortor including cost of material , labour, t&p complete in super structure 6 r.c.c . work in cement coarse sand and 20mm gauge stone gride in proportion 1:2:4 in lintel t-beam, slab excluding supply of reinforcement and also including supply of all material labour t&p centeringand shuttering etc. lintel 7 m.s. work in r.c.c. incluing supply of steel its wastage and hooks and authorised overlap 8 earth work in filling by cartage of earth from 1.00km by tractor trolly. 9 12mm thick plaster work in 1:4cement and fine sand mortor 10 coarse sandfilling under floor 11 laying of pcc in 1:6:12 cement ,sand and 40mm stone ballast in base concrete 12 laying of 80mm thick rouble moulded interlocking concrete pavment as per drawing and design clause 1501 13 p/applying white cemnent based putty of avg. thickness 1mm of appd. brand over the plastered wall surface to prepare to surface even and smooth 14 finishing wall tex tured exterior paint of required shad : new work ( two or more coat) @3.28ltr /10sqm over and including priming coat of exterior primer applied @2.20kg /10sqm 15 12 mm thick plaster in 1:2 cement and coarse sand mortor over slab 16 site clearence before and after completion the work 17 imformation board + photography 18 installation of hand pump 19 tranpotation of handpump material and t&p from divi. store to site of work 20 hiring charge of necessary t&p and equipment requried for instalation of handpump cutter , wire rope lamps wooden planks ,loading arrengment for palm and presser for com. days including excavation of pit and water etc. complete 21 p/ of india mark hand pump machine and pipe etc 22 standerd deepwell hand pump machine complete 23 140mm pvc pipe 8kg per sqm 24 p/ o 32mm diameter gi pipe b class all completion 25 to make vertical bore 150mm dia boring by hand boring in following depthsin soil mixed with morum /shingle /kankar the depth of bore shall be according to strata condition this shall be decited by eng. i/c 26 0-30m 27 31-50 28 51-60 29 s/f of end cap 110 mm dia required including all material labour t&p 30 s/f of nylon meshrequired including all material labour t&p 31 preparation of assembly as per eng. i/c and lowering of assembly consisting of110mm dia pvc pipe 6kg/sqcm, 1 kg /sqcm, 10 kg /sqcm and testing ets vertically along with stainer pipe fitted at bottom . 32 0-45m 33 45- above bgl 34 s/filling coarse sand arround stainer ( up to 3 mtr. from the bottom of stainer and filling of bentonite between bore hole and casing pipe including all material labour t&p 35 lowring of 32mm dia gi pipe with ets cutting , threding etc. com. 36 development of drilled bore hole sand till free yield of water is achieved in newly constructed bore hole including all material labour t&p etc. com. and installation of india marka ii hndpump (padestal) its position and its centering 37 disaffection by chlorination work of development work of after handpump installation after devlopment including supply of all chemicals required. 38 const. of pcc plateform in 1:2:4 of size 1.85 mtr. dia as deparmental type design for india marka handpumpe 39 const. of pccdrain in 1:2:4as deparmental type design complete 40 embossing on pedestal as per direction of eng.i/c 41 provision for testing of water sample in district water qlty.lab of newly installed handpumpe
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6 Security Services
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Central Government/Public Sector
TRN :48971717 |  24 May, 2025
Tender Value : 20.00 Lacs
 Kamptee - Maharashtra
Tender for periodical services, chajja, walls and ceiling and plaster work at area-iii under ge kamptee
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