Latest structural concrete work Tenders | Government structural concrete work Tenders

CTN :43144629

22 Dec, 2025 NA

Nainital - Uttarakhand

Tender For supply of installation of colour coated cgi sheet , six standing round poles , twelve perling structure square pipe , five rafter kainchi structure square pipe , hard standing concrete and cement , laying of interlocking tiles , enamel paint work

CTN :43102526

18 Dec, 2025 2.38 Lacs

Jaipur - Rajasthan

Tender For ward no. 21 in vidhadhar nagar in patak pachhad hanuman park sector 2 in installing open gym work - cross trainerproviding and fixing of cross trainer of size not less than 1140mm (length) x 625mm (width) x 1750mm. (height), to enhance the mobility of upper and lower limbs and improve the flexibility of joints. the main structure frame shall be made from g.i. pipe minimum of 80nb c class welded with m.s. round base plate at least 250 mm & 10mm thick. the handle frame shall be made up of at least 25nb c class g.i. pipe. the footrests shall be made from lldpe/aluminum casting material of size not less than 130 mm x 310mmx5mm thickness and mounted on m.s. plate of size 130mmx310mmx3mm thick. high tensile steel with galvanized nuts and bolts shall be used for assembly. the powder coating shall be done with pure polyester powders of ackzonoble/ berger/ nerolac paints with 60 to 70 micron thicknesses complete in all respect including fixing the m.s. holdfast in cement concrete to hold the whole structure, under the directions of engineer-in- charge to fulfill the functional requirement., seated pullerproviding and fixing of seated puller of size not less than 2400mm (length) x 800mm (width) x 2000mm. (height), to enhance the strength of upper limbs and the muscles in chest and back and promote cardio-pulmonary function. the main structure frame shall be made from g.i. pipe minimum of 100nb c class welded with m.s. round base plate at least 250 mm & 10mm thick. the handle frame shall be minimum of 32nb c class g.i. pipe. the seat frame minimum of 50nb c class g.i. pipe, closing caps shall be made up of lldpe/high quality fiber reinforced plastic material. high tensile steel with galvanized nuts & bolts shall be used for assembly. the powder coating shall be done with pure polyester powders of ackzonoble/ berger/ nerolac paints with 60 to 70 micron thickness complete in all respect including fixing the m.s. holdfast in cement concrete to hold the whole structure, under the directions of engineer-in-charge to fulfill the functional requirement., chest pressproviding and fixing of chest press of size not less than 2200mm (length) x 800mm (width) x 2000mm. (height), to enhance the strength of upper limbs and the muscles in chest & back and promote cardio pulmonary function. the main structure frame shall be made from g.i. pipe minimum of 100nb c class welded with m.s. round base plate at least 250 mm & 10mm thick. the handle frame shall be made up from at least 32nb c class g.i. pipe. the seats and back rests to be fitted on the outer frames shall be made up of m.s. sheet of size not less than 330mm x 300 mmx2mm thickness. closing caps shall be made up of lldpe/high quality fiber reinforced plastic material. high tensile steel with galvanized nuts & bolts shall be used for assembly. the powder coating shall be done with pure polyester powders from ackzonoble/ berger/ nerolac paints with 60 to 70 micron thickness complete in all respect including fixing the m.s. holdfast in cement concrete to hold the whole structure, under the directions of engineer-in-charge to fulfill the functional requirement., pommel horseproviding and fixing of pommel horse of size not less than 2150mm (length) x 800mm (width) x 800mm. (height), to enhance the flexibility of lower limbs, waist and abdomen. the main structure frame shall be made from g.i. pipe minimum of 80nb c class welded with m.s. round base plate at least 250 mm & 10mm thick. the handle frame be minimum of 32nb shall be made from c class g.i. pipe. closing caps shall be made up of high quality fiber reinforced plastic material. high tensile steel with galvanized nuts and bolts shall be used for assembly. the powder coating shall be done with pure polyester powder ackzonoble/ berger/ nerolac paints with 60 to70 micron thickness complete in all respect including fixing the m.s. holdfast in cement concrete to hold the whole structure, under the directions of engineer-in-

corporations/Associations/Others

CTN :43082810

20 Dec, 2025 NA

Pudukkottai - Tamil Nadu

Tender For supply of 4500nos of stay set complete - supply of silicagel blue, 0.6kva ups, stay set complete( quote price for single unit only), silicagel blue 10 to 12mm, pole pit for 9.0m and 9.14 m psc/rcc / all metal poles (each pit) 1.25 x 0.6 x 1.83 mtr, ordinary soil, semi rocky soil, heavy rocky soil where blasting/ cheseling required [specific approval should be obtained from concerned ee], stay pit, in ordinary soil [0.95 x 0.6 x 1.2m], semi rocky soil, stay pit in heavy rocky soil where blasting/ cheseling reqiured [specific approval should be obtained from concerned ee], erection of poles & stays (including refilling of excavated earth), erection of 7.5m / 8.0m poles [rcc / psc], erection of 9.00m / 9.14m rcc / psc/rail pole, tubular pole and all metal poles, stay set, erection stay set complete, stay erection without rod and pit, replacement of stay rod only. (including stay pit excavation & refilling & erection), replacement of guy shackle only in existing stay, erection of line materials, fixing of lt 1 ph "x" arm, fixing of lt/ht ti fitting, fixing of lt 3 ph "x" arm, fixing of 3[1/2] v ` x arm, fixing of 4[1/2] v ` x arm, fixing of 5 v x arm, fixing of tapping channel / guarding "x" arm, providing of line spacers in lt lines 1 phase, providing of line spacers in lt lines 3 phase, erection of ab switch with pt insulator & jumpering complete, erection of centre rotating switch ab switch complete, fixing of ht pin insulator / strain disc, 11 kv pin insulator with pin, 11 kv strain disc / polymer disc with hardware, 22 kv pin insulator with pin, 22 kv strain disc / polymer disc with hardware, 33 kv pin insulator with pin, 33 kv pin strain disc/polymer disc with hardware, fixing of lt pin insulator with pin, lt shakle with hardware, fixing of aluminium knob, paving stringing and sagging of conductor including binding of pin and proper tight [including transport of condutor from road side to work spot] per run, upto 7/2.59 mm acsr, 7/2.50 aaac including pvc cable upto 25 sqmm, acsr 7/3.35mm & 7/ 3.15 aaac including pvc cable above 25 sqmm, acsr 7/4.09 mm, above 7/4.09 mm acsr & dog conductor, earthing wiring and connection including transporting of earth pipe and excavation of pit], transformer structure earthing 10ft depth - 3 nos of pipe through tubes, dp earthing including all works [double side earthing], erection of 4th earth pipe including earthing, earthing of poles, earth pit masonary work 3 nos earth pits or using 3 nos concrete tub., replacement of detoriated earth pipe per location, concreting with mixture 1:3:6 [including all materials]., mass concreting for centre support for 2 feet including all materials, mass concreting for pole0.6x0.6x1.25m.with coping, sleeve concreting for pole 0.6 m x 0.6m x 0.3 m with coping, sleeve concreting for stay set 0.3 m & 0.75 long, erection of distribution transformer structure complete, excavation of structure pole pits 0.9 x 0.9 x 1.83 mtr, transporting of pole to pit location 2 nos., erection of poles 2 nos, excavation of stay pit 4 nos, erection of stay set (4 sets), mass concreting (cement:sand:jelly supplied by the contractor) 2 nos., erection of 22 kv ab switch, ttransformer structure earthing 10ft depth - 3 nos of pipe through earth tubes, erection of top channel, bed channel [2 nos channel] erection, cross with stud for bed channel erection, erection of belting angle / hg fuse angle, erection of hg fuse set, erection of ht las with jumpering and earthing, erection of lt las with jumbering and earthing, erection of jumpering [ht side], transformer wiring in lt side including jumpering bus bar etc., erection lt open type fuse unit arrangement single, erection lt open type fuse unit arrangement double, painting of stru. complete excluding dt [two coat of red oxide] all metal parts(excluding cost of paint)., painting of stru. complete excluding dt [one coat alu paint, excluding cost of paint), colour washing of 2 numbers structure pole [excluding c

Central Government/Public Sector

CTN :43084218

18 Dec, 2025 NA

Sundergarh - Odisha

Tender For name of job: package- a – immovable items:immovable items of design, manufacturing, supply, receipt at site, civil & architectural works, erection, internal electrification, painting & finishing works etc. and handing over to site of, removable/ re-erectable type pre-engineered, pre- fabricated steel closed storage sheds (6 nos. of 900 sqm each), supply and installation of steel water storage tank of approx. 250 kl for construction water, supply and installation of pit-less type electronic weigh bridge of 100 mt capacity including foundation, mess building etc., supply and installation of portable toilet blocks, development of storage yard with internal roads and drains, hard crusting, supply of precast concrete sleepers, fencing and gate for storage yard and bhel office area, civil and sub-structure works of the diverted office shed till flooring pcc, civil and architectural work of safety park , mess building, civil quality lab, watch tower etc. at 1x800 mw darlipali super thermal power project, stage-ii. package-b- movable items:movable items of design, manufacturing, supply, receipt at site, civil & architectural works, erection, internal electrification, painting & finishing works etc. and handing over to site of, removable/ re-erectable type pre-engineered, pre- fabricated steel closed storage sheds (6 nos. of 900 sqm each), supply and installation of steel water storage tank of approx. 250 kl for construction water, supply and installation of pit-less type electronic weigh bridge of 100 mt capacity including foundation, mess building etc., supply and installation of portable toilet blocks, development of storage yard with internal roads and drains, hard crusting, supply of precast concrete sleepers, fencing and gate for storage yard and bhel office area, civil and sub-structure works of the diverted office shed till flooring pcc, civil and architectural work of safety park , mess building, civil quality lab, watch tower etc. at 1x800 mw darlipali super thermal power project, stage-ii.

CTN :43036406

18 Dec, 2025 10.00 Lacs

Ganganagar - Rajasthan

Tender For work of providing and fixing open gyms in various parks in the municipal council area (mla lad) - surfing boardproviding and fixing of surfing board of size not less than 1000mm (length) x 600mm (width) x 1400mm (height), to build up the muscle groups of the waist, enhance the body coordination and flexibility. the main structure frame shall be made from g.1. pipe minimum of 80nb "c" class welded with m.s. round base plate atleast 0250 mm & 10mm thick. the footrests shall be made from high quality fiber reinforced plastic material. high tensile steel with galvanized nut bolts shall be used for assembly. the powder coating shall be done with pure polyester powder of ackzonoble berger/ nerolac with minimum 60 to 70 micron thickness, complete in all respect including fixing the m.s. holdfast in cement concrete to hold the whole structure, under the directions of engineer-in charge to fullfil the functional requirement. 1. (the cement concrete and excavation work shall be including.), thai-chi spinner (2 wheel)providing and fixing of thi-chi spinner (2 wheel) of size not less thal 700mm (length) x 1000mm (width) x 1280mm (hight), to increase mobiltiy of shoulder elbow and hip-knee. the main structure frame shall be made from g.i pipe minimum of 80 bn "c" class welded with m.s. round base plate atleast 250mm & 10 mm thick. high tensile s.s. nut bolts shall be used for assembly. the powder casting shall be done with pure plyester powders from ackzonoble/berger/nerolac paint. with 60 to 70 micron thickness, complete in all respect including fixing the m.s. hodfast in cement concrete to hold the whole structure, under the direction of engineer-in-charge to fullfil the functional requirement. 1. (the cement concrete and excavation work shall be including), leg pressproviding and fixing of leg press of size not less than 1840mm (length) x 360mm (width) x 1560mm. (height) to build up the muscles of thigh and enhence the strength of waist. the mian structure frame shall be made from g.i. pipe minimum of 80nb "c" class welded with m.s. roaund base plate atlesat 250mm & 10mm thick. the sleeve frame minimum of 100 od and m.s. seamless pipe with thickness 5mm. this sleeve should be disassembled from main frame. the footrests shall be made from casted aluminum material, having sizes minimum of 130mm x 310mm x 5mm thick. closing caps shall be made up of high quality fiber rainforced plastic material. high tensile steel with galvainzed nuts and bolts shall be used for assembly. the powder casting shall be done with pure plyester powders of ackzonoble/berger/ nerolac with 60 to 70 mircon thickness, complete in all respet including fixing the m.s. holdfast in cement conrete to hold the whole strucute, under the directins of engineer-in-charge to fullfil the functional requirements. 1. (the cement concrete and excavation work shall be including.), double standing twisterproviding and fixing of double twister standing of size not less than 1500mm (length) x 600mm (width) x 1300mm. (height) to enhence flexibility of waist. the main structure frame shall be made from g.i. pipe minimum of 80nb "c" class welded with m.s. roaund base plate atlesat 250mm & 10mm thick. the handle frame is minimum of 25nb shall be made from "c" class g.i. pipe. the twister plate to be fitted on the bottom frame shall be made up of m.s. roaund plate of minimum size 300mm and 10mm thick. closing caps shall be made up of high quality fiber rainforced plastic material. high tensile steel with galvainzed nuts and bolts shall be used for assembly. the powder casting shall be done with pure plyester powders of ackzonoble/berger/ nerolac paint with 60 to 70 mircon thickness, complete in all respet including fixing the m.s. holdfast in cement conrete to hold the whole strucute, under the directins of engineer-in-charge to fullfil the functional requirements. 1. (the cement concrete and excavation work shall be including.), construction of foundation/inaugration pedst

CTN :42620789

11 Dec, 2025 NA

Dibrugarh - Assam

Tender For corrigendum : construction of equipment room at nrl rt - civil, structural & architectural, earth work in excavation (refer specification no. c-spc-103), earth work in excavation below ground level for all kinds of works in all types of soils except soft rock and hard rock as classified in specification for a depth upto 1.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting., for depth beyond 1.5m and upto & inclusive of 3.0m., earthwork in filling by excavating the earth from borrow areas arranged by contractor for all leads, transporting the earth from borrow area including cleaning & stripping the earth at borrow areas, breaking clods, loading, unloading and laying at all depths and heights in layers of thickness not exceeding 15 cms., watering, rolling and ramming by manual methods/mechanical compactors to achieve 90% of the maximum laboratory dry density, dressing, trimming, levelling the top surface etc. in foundations, plinths, trenches etc. all complete., backfilling after execution of the work to proper grade and level with selected materials from available excavated soil from spoil heaps, including re-excavating the deposited soil excavated earlier, breaking clods, laying at all depths and heights in layers of thickness not exceeding 15 cms. watering, rolling and ramming by manual methods/ mechanical compactors to achieve 90% laboratory maximum dry density, dressing, trimming etc. in foundations, plinths, trenches, pits etc. all complete., transporting and disposing the surplus earth and debris including shrubs and vegetations from construction area to areas anywhere outside the plant boundary including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. for carting on the basis of truck measurements (volume of truck reduced by 30% for voids) disposal area s outside plant boundary to be arranged by the contractor .royalty as applicable for disposal outside plant limits to be borne by the contractor., plain & reinforced cement concrete (refer specification no. c-spc-104), providing and laying plain cement concrete for all depths below and upto plinth level in foundations,drains, fillings, non-suspended floors, pavements & ramps or any other works etc. including shuttering, tamping, ramming, vibrating, curing etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete of nominal mix 1:5:10 by mass (1 cement: 5 coarse sand: 10 crushed stone aggregates/gravels) with 40mm and down size graded crushed stone aggaregates/gravels.(all materials including cement supplied by contractor at their cost), providing and laying reinforced cement concrete of m-30 grade with 20mm and down size graded crushed stone aggregates/gravel in sub-structure of all types e.g. foundations, footings, raft, beams, slabs, pile caps, retaining walls, jambs, counterforts, buttresses, trenches, manholes,pipe encasement, catchpits, drains, rcc pits, equipment/machine foundations, pedestals, pipe sleepers, columns, plinth beams, suspended floors, beams, staircases, landings, steps, brackets etc. (including single pour concreting upto 250m3), including cost of admixtures if used,providing pockets, openings, recesses, chamfering etc., wherever req

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