Foundation Tenders

corporations/Associations/Others

CTN :41091232

06 Aug, 2025 19.97 Lacs

Junagadh - Gujarat

Tender For construction of yard foundations, radiator and capacitor foundations, cable trench, replacement of breaker foundations and miscellaneous civil work at various live sub-stations under junagadh circle.

corporations/Associations/Others

CTN :41113609

07 Aug, 2025 2.23 Crore

Deesa - Gujarat

Tender For construction of control room building, foundations, cable trench, compound wall, rcc road and miscellaneous civil works etc. at 66 kv bhoyan ss ta. deesa and dist b.k. under palanpur circle

State Government

CTN :41111391

28 Jul, 2025 3.47 Lacs

Parganas - West Bengal

Tender For construction of cement concrete road with piling from house of mosabbar to house of isarul at gurdaha, sansad ix under raghunathpur g.p.

CTN :41090182

22 Jul, 2025 1.58 Lacs

Kajora - West Bengal

Tender For laying and fitting of track line with construction of 01 (one) no. tugger haulage foundation for evacuation of fallen coal from 55 rise section in lower kajora (r-viii a) seam at no. 10 pit of khas kajora colliery.

CTN :41095136

30 Jul, 2025 145.75 Crore

Chennai - Tamil Nadu

Tender For execution of civil work consisting of piling work ,in connection with design and construction of civil, structural, architecture etc,and associated works for integrated development of multimodel facility complex with kuralagam at broadway, chennai

CTN :41043092

28 Jul, 2025 5.88 Lacs

Thiruvananthapuram - Kerala

Tender For one panchayath one playground - development of ground in sathyan nagar estate ward in nemom lac, thiruvananthapuram - supply and installation of outdoor gym equipment - gym equipments (18% gst), od40855/2025-2026 : horse rider - 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 madeby 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., od40856/2025-2026 : 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. handle pipe 33 mm od b class g.i pipe. footrest - cast iron 124 x 296 x 5 mm thick and m.s plate of 3 mm thick used to support it. footrest pipe 42 mm od b class g.i pipe and 80 x 40 mm ms rectangular pipe. closing cap pp / nylon / hdpe material. seat 360 x 300 x 2 mm thick m.s. seat with corner fillet for safety. grips - high quality rubber 46 mm od. 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 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. 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, od40857/2025-2026 : sky walker - supply and installation of sky walker having the following specifications: dimensions: (l x w x h) 1720 x 910 x 1700 mm. main frame - made of 88 mm od b class gi pipe dually bending design. foundation plate m.s. round plate of 250 mm & 8 mm thick. paddle vertical support - 42 mm od b class gi pipe. handle - 33 mm od b class gi pipe dually bending design. leg movement frame 50 mm x 50 mm x 2 mm thick square pipe. footrest - cast iron 124 x 296 x 5 mm thick and m.s. plate of 2 mm thick use for to support it. top closing cap dome shape made by pp / nylon / hdpe material. closing caps pp / nylon / hdpe material. foundation stool: made from main pipe 88 mm m.s pipe. and top support of m.s. round plate of 250 mm &a

CTN :41092784

30 Jul, 2025 1.79 Lacs

Murshidabad - West Bengal

Tender For construction of shall bullah piling

CTN :41093038

30 Jul, 2025 1.99 Lacs

Murshidabad - West Bengal

Tender For construction of shall bullah piling

CTN :41082911

22 Jul, 2025 10.10 Crore

Patna - Bihar

Tender For mgsy/25-26/teghra/02 - construction of h.l rcc bridge ( 6 x 18.75 m) over river balan in between pwd road to mujahidpur ( maheshpur- gehuni ghat per balan nadi par pul ) under bhagwanpur block in the district of begusarai, excavation for structures , earthwork in excavation for structures as per drawing and technical specifications clause 305.1 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. up to 3.00 m depth ., levelling course for pile cap , providing and laying of pcc m15 levelling course 100mm thick below the pile cap., providing and laying reinforced cement concrete as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 , rcc grade m -35 in pile cap, bored cast in situ piles r.c.c m-35 , pile excluding reinforcement complete as per drawing and technical specification and removal of excavated earth with all lift and lead up to 1200 m, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawing and technical specifications , tmt in foundation , refer bbs ,qty = 54.273+16.411+74.929+ 29.651= 175.264, 6mm thick. steel liner as per drawing and technical specification ., providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. well. assuming depth of water 1.0 m and height of island to be 1.25 m including royality for earth @ rs. 3768.00 for each island., pile load test on single vertical pile in accordance with is:2911(part-iv) 1985, a) initial load test @ 2.5 times load on 1 pile, c) lateral load test, confirmatory boring at abutment and pier location, back filling behind abutment, wing wall and return wall complete as per drawing and technical specification, providing and laying of filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of morth specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification., plain/reinforced cement concrete in sub-structure complete as per drawing and technical specificationsheight upto 5m , rcc grade m30, plain/reinforced cement concrete in sub-structure complete as per drawing and technical specifications ,rcc grade m30 , height 5m to 10m, supplying, fitting and placing hysd bar reinforcement in sub-structure complete as per drawing and technical , reinf qty = 20.810+28.454+1.762+0.313+1.289+1.139 =53.77, providing weep holes in brick masonry/plain/ reinforced concrete abutment, wing wall/ return wall with 100 mm dia ac pipe, extending through the full width of the structure with slope of 1v :20h towards drawing foce. complete as per drawing and technical specifications, supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to irc: 83 (part-ii) section ix and clause 2005 of morth specifications complete including all accessories as per drawing and technical specifications., furnishing and placing reinforced/prestressed cement concrete in super-structure as per drawing and technical specificatio,rcc grade m 30, height 5m to 10m, reinforeced cement concrete m30 grade approach slab including reinforcement and formwork complete as per drawing and technical specification, pcc m15 grade leveling course below approach slab complete as per drawing and technical specification, construction of rcc railing of m30 grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical rcc post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as

CTN :41082914

22 Jul, 2025 4.44 Crore

Patna - Bihar

Tender For (nabard)/25-26/rajauli/01 - 1) name of work: construction of hl rcc bridge over khuri river in gram panchayat bakshanda, earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. upto 3.000 m depth, providing and constructing temporary island 16 m diasmeter all complete job as per specifiactions and direction of e/l, providing service road etc. all complete job as per specifications and direction of e/i., providing steel liner 6 mm thick for piles including fabricating and setting out as per detailed drawing., bored cast-in-situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m., dismantling of reinforced concrete pile head complete as per drawing and technical specification, providing and laying of pcc m15 levelling course 100mm thick below the pile cap., cement concrete for reinforced concrete m - 35 in pile cap complete as per drawing and technical specification, supplying, fitting and placing un-coated hysd bar reinforcement in foundation complete as per drawing and technical specifications., providing rcc m30 mechanically mixed concrete in abutment shaft & pier shaft with stone aggregate 20 mm nominal size and clean coarse sand of fm-2 .all complete job as per design upto 5 m height, supply fitting & fixing elasto-meric bearing & seismic pad :-- supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to irc: 83 (part-ii) section ix and clause 2005 of morth specifications complete including all accessories as per drawing and technical specifications. elastomeric bearing & pad, providing weep holes in abutment cap with 100mm dia ac pipe:-- providing weep holes in brick masonry/plain/ reinforced concrete abutment, wing wall/ return wall with 100 mm dia ac pipe, extending through the full width of the structure with slope of 1v :20h towards drawing foce. complete as per drawing and technical specifications., supplying, fitting and placing hysd bar reinforcement in substructure complete as per drawing and technical specification., back filling behind abutment, wing wall and return wall, complete as per drawing and \technical specification.(sandy material ), providing and laying of filter media with granular materials/stone crushed aggregate satisfying the requirement laid down in ci. 2504.22 of morth specification of not less than 600mm behind abutment, wing and return wall to the full height compacted., providing rcc m 30 grade & super structure :--furnishing and placing reinforced/ prestressed cement concrete in super-structure as per drawing and technical specification beyond 5 m and upto 10m hieght (t beam slab), providing hysd bar in all types of rcc work:-- supplying, fitting and placing hysd bar reinforcement in super-structure complete as per drawing and technical specifications ., wearing coat :-- providing and laying cement concrete wearing coat m-30 grade including reinforcement complete as per drawing and technical specifications, providing rcc m30 grade in railing:-- construction of precast rcc railing of m30 grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical rcc post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications., providing drainage spout:-- drainage spouts complete as per drawing and technical specification, providing pcc m15 grade below approach slab:-- pcc m15 grade leveling course below approach slab complete as per drawing and technical specification, providing pcc / rcc m30 in approach slab:-- reinforced cement concre

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