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List of finishing-work Tenders

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

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1 Canal/Irrigation/Dam Work
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State Government
TRN :35925926 |  08 Dec, 2025
Tender Value : 83.77 Lacs
 Balangir - Orissa
Tender for construction of inspection bungalow such as interior and exterior finishing with electrification and ph works at sonepur under tel irrigation division. construction of ib such as interior and exterior finishing with electrification and ph works at sonepur under tel irrigation division.
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2 Security Services
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Central Government/Public Sector
TRN :35929370 |  29 Nov, 2025
Tender Value : 0
 Jabalpur - Madhya Pradesh
Tender for gem bids for centralized, symphony venticool vc 20u, gi duct fabrication tata 24gauge sheet, thermal insulation 6mm, dual deflectionaluminium grill, wheather proof canvas, ms cooler stand, l shape brackets, installation of unit, std electricalplumbing jobs, scaffolding, civil work wall puncture andwall finishing, transportation charges
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3 Telecommunication Services And Equipments
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Central Government And Public Sector
TRN :35930795 |  24 Nov, 2025
Tender Value : 5.62 Lacs
 Dehradune - Uttaranchal
Tender for water proofing work of terrace of type v block and pump rooms including internal repairs and finishing of type v quarters affected badly due to excess seepage, in sanchar vihar colony indira nagar dehardun.
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4 Municipal Corporation
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corporations/Associations/Others
TRN :35931228 |  27 Nov, 2025
Tender Value : 17.35 Lacs
 Jhunjhunu(N) - Rajasthan
Tender for construction of cc road from pankaj dhankar house to main mandarala road - dismantling of existing structures like culverts, bridges, retaining walls, cc road and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by engineer cement concrete grade m-15 and above and pcc blocks construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per mort&h specification clause 305. (lead taken upto 5 km) providing and laying lean cement concrete 1:4:8 in sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in concrete mixer, laid manualy, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. providing and laying un-reinforced, dowel jointed, plain cement concrete mix with concrete mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to is: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion pcc m-25.
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5 Municipal Corporation
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corporations/Associations/Others
TRN :35931859 |  27 Nov, 2025
Tender Value : 9.38 Lacs
 Jhunjhunu(N) - Rajasthan
Tender for construction of cc road from rajeev barala ke ghar se samsan bhumi tk in varispura road - dismantling of existing structures like culverts, bridges, retaining walls, cc road and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by engineer cement concrete grade m-15 and above and pcc blocks dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m. "carriage of materials by mechanical transport including loading, unloading and stacking : earth for 2.0 km" construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per mort&h specification clause 305. (lead taken upto 5 km) providing, laying and spreading of granular sub-base by providing coarse graded material (table 400-2), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, complete as per mort&h specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion. grading - iii material providing and laying lean cement concrete 1:4:8 in sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in concrete mixer, laid manualy, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. providing and laying un-reinforced, dowel jointed, plain cement concrete mix with concrete mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to is: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion pcc m-25.
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6 Construction
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State Government
TRN :35931915 |  25 Nov, 2025
Tender Value : 13.30 Lacs
 Kota - Rajasthan
Tender for providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per table 400-1,400-2 or any other course material as per design mix, as per cbr in sub base course including premixing the material at omc in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader f.e loader on a prepared base and compacting with vibratory roller to achieve desired density (as per i.s.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[morth specification : clause 401]. by mechanical means. for grading-ii material construction of dry lean cement concrete sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. construction of un-reinforced , plain cement concrete pavement m30 (grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per clause 602, coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully automatic batching plant and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of r.m.c. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per is 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge laid with a fixed form paver (laying and fixing of 150 micron thick polythene film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and morth specification clause 602 including vaccum dewatering process with all required equipments (dowel bars will be paid seprately). supply & fixing of flood gauge (water gauge) as per i.r.c. 67 standard 200 cm long fixed on angle iron posts 50x50x6 mm, 2.6 m long providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and morth specification clause 801 800 mm x 600 mm rectangular painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and morth specification clause 801 excavation for structures earthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. ordinary soil upto 3 m depth providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 r.c.c grade m 20 supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and morth specifications clauses 1009,1600 and 2102 construction of embankment with material obtained from borrow pits construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300-1 and 300-2 with a lead upto 50 m as per morth specification clause 305.3 faizpur to peepalkheri kullipatta km. 4/600
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7 Construction
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State Government
TRN :35916774 |  24 Nov, 2025
Tender Value : 78.03 Lacs
 Hamirpur - Himachal Pradesh
Tender for dismantling and demolishing work, retrofitting work, finishing work and sanitary work unit-i, 2, and 3 time limit six month, cost of form rs.2000/- job-1 seismic vulnerability assessment and retrofitting of health /life lines buildings in himachal pradesh govt sr. sec. school maharal, district hamirpur h.p
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8 Crude Oil/Natural Gas/Mineral Fuels
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Central Government/Public Sector
TRN :35924091 |  01 Dec, 2025
Tender Value : 0
 Sibsagar - Assam
Tender for balance civil architectural, electrical and finishing works for buildings in o and u areas of nrep under mpmc at numaligarh refinery limited, assam balance civil architectural electrical and finishing works for buildings in o and u areas of nrep under mpmc at numaligarh refinery limited
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9 Education And Research Institutes
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State Government
TRN :35924189 |  04 Dec, 2025
Tender Value : 7.04 Lacs
 New Delhi - Delhi
Tender for repair/ renovation and finishing work of flat no. d8/8 and d12/8 at 8, cavalary line, university
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10 Panchayat Division
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State Government
TRN :35924538 |  22 Nov, 2025
Tender Value : 0
 Pandharpur - Maharashtra
Tender for excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete , providing dry trap /granigt/quartizite/gneisses rubble stone soiling in 15cm to 20 cm thicknlayers including hand packing and compacting etc , providing and laying in situ, following m10(1:3:6) grades of c.c.of trap / granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, formwork, compacting and curing, finishing, etc. complete. , providing second class burnt brick masonry with conventional / i.s.type bricks in cement mortar 1:6 in plinth as backing in composite masonry including bailing out water manually, striking joints, raking out joints and watering etc complete. , providing and casting insitu c.c. of trap / granite / quartzite / gneiss metal of approved quality for rcc work as per detailed drawings and designs or as directed by engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully / steel prop-ups, compaction, finishing the formed surfaces with cm 1:3 of sufficient minimum thickness to givea smoot hand even surface wherever necessary or roughening if special finish is to be provided and curing,etc. complete. (by weigh batching and mix design for m-250 and m- 300 only. use of l & t, a.c.c., ambuja, birla gold, manikgad,rajashree,etc.cement is permitted) (excluding m.s,or tor reinforcement) , providing internal cement plaster of 12mm thik chamber single coat in cement mortor 1:4 without nerru plaster finish to concrete or brick surface in all position including scaffolding and curing etc completed. ,providing and fixing in position steel bar reinforcement of various diameters for rcc piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc.as per detailed designs, drawings and schedules; including cutting, bending, hooking thebars,binding with wires or tack welding and supporting as required,etc. complete (including cost of binding wire) is 1786, (bd-f-17/306) ,providing, laying and fixing p.v.c.pipe of 110 mm dia.with fittings such as bends, tees, reducers, clamps, etc.including necessary excavation, trench filling etc.complete. includin gremoving existing pipe line if necessary and conveying and stacking the same in pwd chowky or as directed etc. complete ,10% special item for pvc pipe , providing and fixing 20 to 25 mm thick rough shahabad box type waterproofing for base ment orunder ground floor on a base of cement concrete 1:3:6, including subbase of 2.50 centimeter thick cementmortar 1:3 with conceal,secrete(rmw),algae proofor other a like waterproofing liquids,raking of joints upto 35mm depth,filling the joints with 6mm size crushed metal,hand grouting with cement slurry,curing and cleaning,with 7 year sguaran tee on courtfee stamp of rs.100/-with ponding test etc complete. (excluding cement concrete1:3:6 base concrete ) sub work no 2 dewats- for anarobic baffled reactor- item no1:-excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete item no 2:- excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a do\istance of 50 m & lift as below stacking and sprading as directed dewatering shoring & struting preparing the bed for the foundation & neccesary back filling etc comp item no 3:- excavation for foundation / pipe trenches in hard murum boulders including removing the excavated material upto a do\istance of 50 m & lift as below stacking and sprading as directed dewatering shoring & struting preparing the bed for the foundation & neccesary back filling etc comp item no 4 :-excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 m & lift as below stacking and sprading as directed dewatering shoring & struting preparing the bed for the foundation & neccesary back filling etc comp item no. 5- providing and laying in situ cement concrete m-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water,form work, compaction, curing, etc.complete (cement 5.90 bags /cum) spec. no. - bd e /1 page no. 287 and b- 7, page no. 38 a) in pcc m-150 item no. 6-providing and casting in situ c.c. of trap / granite/ quartzite / gneiss metal of approved quality for rcc works as per detailed drawings and designs or as directed by engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with c.m. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (by weigh batching and mix design for m-250 and m- 300 only. use of l&t, a.c.c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted.) (excluding m.s. or tor reinforcement) m-250 item no 7:-providing and fixing in position steel bar reinforcement of various diameters for rcc piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc.as per detailed designs, drawings and schedules; including cutting, bending, hooking thebars,binding with wires or tack welding and supporting as required,etc. complete (including cost of binding wire) is 1786, (bd-f-17/306) item no.8- supplying, filling, spreading & leveling stone boulders of size range 5cm to 20cm in recharge pit, in the required thickness, for all leads & lifts, all complete as per the direction of engineer in-charge item no 9:- supplying, filling, spreading & leveling gravels of size range 5mm to 10mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of engineer incharge for root zone treatment -item no1:- excavation for foundation / pipe trenches in earth ,soils of all types sand, gravel & soft murum including removing the excavated material upto a distance of 50 m & lift as below stacking and sprading as directed dewatering shoring & struting preparing the bed for the foundation &neccesary back filling etc item no 2:- excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a do\istance of 50 m & lift as below stacking and sprading as directed dewatering shoring & struting preparing the bed for the foundation & neccesary back filling etc item no 3:- excavation for foundation / pipe trenches in hard murum boulders including removing the excavated material upto a do\istance of 50 m & lift as below stacking and sprading as directed dewatering shoring & struting preparing the bed for the foundation & neccesary back filling etc item no 4 :-excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 m & lift as below stacking and sprading as directed dewatering shoring & struting preparing the bed for the foundation & neccesary back filling etc item no. 5- providing and laying in situ cement concrete m-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water,form work, compaction, curing, etc.complete (cement 5.90 bags /cum) spec. no. - bd e /1 page no. 287 and b- 7, page no. 38 a) in pcc m-150 item no. 6-providing and casting in situ c.c. of trap / granite/ quartzite / gneiss metal of approved quality for rcc works as per detailed drawings and designs or as directed by engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with c.m. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (by weigh batching and mix design for m-250 and m- 300 only. use of l&t, a.c.c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted.) (excluding m.s. or tor reinforcement) m-250 item no.7- providing and fixing in position steel bar reinforcement of various diameters for rcc piles, caps, footings, foundations,slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches,etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire). (bd-f 17/306) tor steel item no.8- supplying, filling, spreading & leveling stone boulders of size range 5cm to 20cm in recharge pit, in the required thickness, for all leads & lifts, all complete as per the direction of engineer in-charge item no 9:- supplying, filling, spreading & leveling gravels of size range 5mm to 10mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of engineer incharge
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