Web Analytics Made Easy - StatCounter

Foundations Tenders

Get complete information related to latest Foundations Tenders . from India at Classic Tenders. Search the best available tenders from Indian government tenders, domestic Foundations Tenders , private tenders, online tenders, tender invitation notice, business tender notices, online tenders and bidding Foundations Tenders .

Filter
Loading....
Loading....
Loading....
Loading....
Loading....

Bid Submission Date Range
Tender Value

corporations/Associations/Others

CTN :45234240 Due date: 02 Jun, 202602 Jun, 2026 8.91 Lacs
Tender For corrigendum : scope for construction of transformer plinth, tower foundations, equipment foundations, outdoor cable trench and site surfacing.

CTN :45286611 Due date: 28 May, 202628 May, 2026 6.00 Lacs
Tender For wsp nirman karya dhanawad - excavation of earth up to a depth of 1.5 meters for foundations, trenches, drains, etc.; dressing and compacting the bed; watering; trimming the sides; removing excavated earth; backfilling voids with earth after the foundation work is complete; and disposing of surplus earth up to a distance of 50 meters. , cement concrete (1 part cement : 4 parts sand : 8 parts coarse aggregate / 1 part cement : 3 parts sand : 6 parts coarse aggregate) using 10 mm nominal size stone aggregate; including laying, compaction, curing, etc., for foundation work. , stone masonry for anicuts (check dams) using cement-sand mortar in a 1:6 ratio. , random rubble (r.r.) stone masonry in foundations and plinths using cement-sand mortar (1:6 ratio); including filling side joints/crevices, curing, etc. , stone pitching using single, hammer-dressed stones (15 to 30 cm thick), including supply and all necessary lifting/placement operations. , for culvert/bridge construction: laying/installing a single row of rcc (reinforced cement concrete) np3 hume pipes with the required gradient, using cement mortar (1:2 ratio), including collars. (excluding earth excavation, concrete, and masonry works; applicable for 450/500 mm diameter pipes). , cement plaster on walls (20 mm thick) using a 1:4 ratio mixture of cement and sand; including raking out joints and regular curing for 14 days. , cement concrete (50 mm thick) using a 1:2:4 mix ratio (1 part cement : 2 parts sand : 4 parts stone or brick aggregate of 12 mm nominal size); including mixing, laying, compaction, pressing, curing, etc. , display board and photo contingency

Central Government/Public Sector

CTN :45289415 Due date: 02 Jun, 202602 Jun, 2026 1.07 Crore
Tender For annual maintenance contract for miscellaneous machine foundations, masonry works and painting works in factory area and administrative building

Central Government/Public Sector

CTN :45291377 Due date: 12 Jun, 202612 Jun, 2026 45.84 Lacs
Tender For supply of earth work in excavation , filling available excavated earth excluding rock , demolishing rcc work , providing and laying in position cement concrete , providing and laying in position specified grade of reinforced cement concrete , supplying and filling in plinth with sand under floors , steel reinforcement for rcc work , centering and shuttering including strutting lif in foundations footings bases of columns , centering and shuttering including strutting lif columns pillars piers abutments posts and struts , dry stone pitching 22 point 5 cm thick , neat cement punning , demolishing brick work , brick work with non modular fly ash bricks , finishing walls with textured exterior paint , finishing walls with 100 percentage premium acrylic emulsion paint , 15 mm cement plaster , random rubble masonry with hard stone , structural steel work riveted bolted or welded in built up , surface dressing of the ground including removing vegetation , removing white or colour wash by scrapping , providing and fixing glass panes with putty and glazing clips in steel doors , providing and fixing glazing in aluminium door window ventilator shutters , providing and fixing aluminium work for doors windows ventilators , providing and fixing gi chain link fabric fencing , providing and fixing ist quality ceramic glazed wall floor tiles , grading roof for water proofing treatment with cement concrete , repair to plaster of thickness 12mm to 20 mm in patche , providing and laying water proofing treatment on roofs of slabs , 0 mm thick factory made polyvinyl chloride pvc door shutter , providing and fixing factory made panel pvc door shutter consisting of frame , providing and fixing on wall face unplasticised rigid pvc rain water pipes , providing mixing and applying sbr polymer , providing and injecting approved grout 2 percentage of weight of cement used modified cement slurry made with non shrink compound in concrete rcc work , providing and injecting approved grout cement slurry made with shrinkage compensating cement in concrete rcc work , providing and injecting approved grout epoxy injection grout in concrete rcc work of approved make , providing laying spreading and compacting graded stone aggregate

CTN :45301535 Due date: 05 Jun, 202605 Jun, 2026 24.68 Lacs
Tender For construction of foundations for the installation of pipe rack for effluent line from arp to etp pond.

CTN :45306927 Due date: 15 Jun, 202615 Jun, 2026 958.40 Crore
Tender For construction of shell & core in twin office towers (t1 & t2) on either side of the amaravati quantum computing centre with raft or pile raft foundations, rcc core, pt &conventional beams and slabs, water proofing and expansion joint works complying to requirements of edge advance certification for quantum valley tech park, amaravati, andhra pradesh at amaravati quantum valley, andhra pradesh-design &build lump sum contract (% percentage tender) system

CTN :45304567 Due date: 08 Jun, 202608 Jun, 2026 4.60 Lacs
Tender For one panchayath one playground - development of vankulathuvayal stadium in azhikode grama panchayath in azhikode lac, kannur -supply and installation of outdoor gym equipment - supply and installation of horse rider having the following specifications: dimensions: (l x w x h) 1140 x 400 x 1400 mm. main frame - 114 mm od b class gi pipe. foundation plate m.s. round plate of 250 mm & 8 mm thick. foundation cover cap - dome shape of pp / nylon / hdpe material. remaining frame is made by 48 mm od b class gi pipe. seat frame is made by 48 mm od b class gi pipe. seat position must be horizontal to 110 -120 degree. link - made up of 48 mm od b class g.i. pipe. angle between link and ground position is 10-20 degree. handle - 33 mm od b class gi pipe. paddle vertical support - 60 mm od b class gi pipe. handle frame- 42 mm od b class gi pipe dually bending design. foot pipe - 33 mm od b class gi pipe. support frame 10 mm thick ms flat is used. seat- dimension 320 x 270 x 100 mm blow moulded wall thickness 4mm material hdpe. bearing bush closing cap pp / nylon / hdpe material. foundation stool: made from main pipe 88 mm od m.s pipe and top support of m.s. round plate of 250 mm & 8 mm thickness is welded at top. square tube of 30 x 30 x 2 mm must be used to support center pipe. height of stool is 3 ft. foundation stool is embedded in c.c. stock below ground level. bearing - use is 6005 permanent lubricated reputed brand. bearing bushes - 60mm od seamless pipe. pin made of 25 mm m.s. bright bar. grips - high quality rubber 46 mm od. circlips a 24 circlips are used for assembly. coating - best quality of powder coating 60 to 70 micron. safety instructions and exercise chart - start &finish position stick on product. all joints must be welded as per is standards and zinc primer paint should be applied at all the welding points prior to finishing. (foundation shall be m20 cc and design shall be approved by the engineer-in -charge before installation.), od405586/2025-2026 leg press (double) - specifications: dimensions: (l x w x h) = 1676 x 400 x1500 mm. main frame - 114 mm od ?b? class gi pipe. foundation plate m.s. round plate of 250 mm & 8 mm thick. foundations cover cap - dome shape of pp / nylon / hdpe material. link - is 60 mm od b? class gi pipe. seat frame - 42 mm od b class gi pipe. leg press back rest should be angled in 120 -130 degree. footrest - cast iron 124 x 296 x 5 mm thick and m.s plate of 2 mm thick use to support it. seat & back rest ? 380 x 275 x 60 mm thick high-density polyethylene (hdpe) blow molded with m10 integrated wall thickness 3 to 4 mm. link connected with frame by 8 mm thick laser cutting ms profile. top closing cap ? dome shape made by pp / nylon / hdpe material. closing cap?s- pp / nylon / hdpe material. foundation stool: made from main pipe 88 mm od m.s pipe and top support of m.s. round plate of 250 mm & 8 mm thickness is welded at top. square tube of 30 x 30 x 2 mm must be used to support center pipe. height of stool is 3 ft. foundation stool is embedded in c.c. stock below ground level. bearing- use is 6005 permanent lubricated reputed brand. pin 25 mm m.s. bright bar pin. bearing bushes - 60 mm od seamless pipe. circlip? a 24 circlips are used for assembly. coating - best quality of powder coating 80 -120 micron. safety instructions and exercise chart - start & finish position stick on product. all joints must be welded as per is standards and zinc primer paint should be applied at all the welding points prior to finishing. (foundation shall be m20 cc and design shall be approved by the engineer-in -charge before installation.), od405583/2025-2026 back extension - supply and installation of back extension having the following specifications: dimensions: (l x w x h) 1060 x 730 x 990 mm. main frame - made from 88 mm od b class g.i. pipe. foundation plate m.s. round plate of 250 mm & 8 mm thick. leg support - 42 mm od b g.i pipe. seat rest pipe 42 mm od b class g.i pipe. handl

CTN :45290770 Due date: 29 May, 202629 May, 2026 3.16 Lacs
Tender For mla-sdf- kothamangalam lac- 2025-26- setting up of open gym equipments at ward 15, kothamangalam municipality, ernakulam district - construction of open gym, 2.6.1: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) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by engineer-in-charge.all kinds of soil, 4.1.8:providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level: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), 5.1.2:providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources), 5.22.6:steel reinforcement for r.c.c work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelthermo - mechanically treated bars of grade fe-500d or more, 5.9.1:centering and shuttering including strutting, etc. and removal of form for:foundations, footings, bases of columns, etc for mass concrete, 16.83:taking out existing cc interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of engineer-in-charge., od289920/2025-2026:walker single- providing and fixing walker single fnf 004- minimum 100 nb gi c-class pipe- for main frame, minimum 32 nb gi c-class pipe- for leg frame, minimum 25 nb gi c-class pipe for handle frame, nylon 66 injection moulded casing clamps, lldp root molded seat with inbuilt bolts 3/8" x 1.5" foot rest, nylon 66 injection molded bearing cap & pipe cap, fully done by first coat of primer – jotun brad 40-50 micron thickness and top coat of pure polyester powder with 70- 80micron thickness powder coat, od289924/2025-2026:rider- providing and fixing fun rider (fnf 002)- minimum 100 nb gi c-class pipe- for main frame, minimum 32 nb gi c-class pipe for seat frame, minimum 40 nb & 25 nb c class gi c-class pipe for handle frame, minimum 32nb & 25nb gi c-class pipe with two handles for leg rest, lldp rotomoulded seat with inbuilt bolts 3/8" x 1.5" for foot rest & seat rest, nylon 66 injection moulded bearing cap & pipe cap, fully done by first coat of primer – jotun brad 40-50 micron thickness and top coat of pure polyester powder with 70- 80 micron thickness powder coat., od289921/2025-2026:ski trainer- providing and fixing ski trainer- fnf 014- minimum 100 nb g.i. c class pipes for main frame, minimum 40 nb g.i. pipe for foot rest pipe, minimum 40nb & 25 nb g.i. pipe for handle, minimum 25 nb & 40 nb gi c-class pipe for connecting pipe, lldp rotomoulded seat with inbuilt bolts 3/8" x 1.5" for foot rest, nylon 66 injection moulded bearing cap & pipe cap, fully done by first coat of primer – jotun brad 40-50 micron thickness and top coat of pure polyester powder with 70- 80micron thickness powder coat, od289922/2025-2026:abb trainer- providing and fixing abb trainer - fpspcl187- minimum 80 nb gi c- class pipe for main frame, minimum 32 nb gi c-class pipe for side frame, minimum 25 nb g.i. pipe for intermediate pipe, nylon 66 injection moulded bearing cap & pipe cap, fully done by first coat of primer – jotun brad 40-50 micron thickness and top coat of pure polyester powder with 70- 80 micron thickness powder coat ., od289923/2025-2026:cycle- providing and fixing cycle - fpspcl208 - 25 nb & 40 nb gi c-class pipe for main frame, 32 nb gi c-class pipe for seat frame, 25 nb

State Government

CTN :45274354 Due date: 20 Jun, 202620 Jun, 2026 NA
Tender For soil excavation, levelling and pcc work inside 33kv switchyard; concrete work in switchyard periphery; painting work of equipment structure foundations, earth pits and fencing foundations and other civil works inside 132133kv grid substation, choudwar soil excavation, levelling and pcc work inside 33kv switchyard; concrete work in switchyard periphery; painting work of equipment structure foundations, earth pits and fencing foundations and other civil works inside 132/33kv grid substation, choudwar

Central Government And Public Sector

CTN :45247070 Due date: 28 May, 202628 May, 2026 2.43 Lacs
Tender For erection of bts shelters on existing foundations at cell site yedula(ngkl sdca) and g.t palli (amangal sdca) incl. dismantling, transportation of bts shelter materials from maddur(kodanagal sdca) and midjil(amangal sdca) in mahabubnagar oa medak ba
 Loading, Please wait...

Connect us via What's Up