Latest pump foundation repair Tenders | Government pump foundation repair Tenders

CTN :43116278

30 Dec, 2025 NA

Nagpur - Maharashtra

Tender For box culvert structural design over natural drain d d = excavation for foundation in earth, soils of all types, sand, gravel, soft murum , providing and laying in situ ready mix controlled grade of m 15 , providing and laying in situ ready mix controlled grade of m20 , providing and laying in situ ready mix m 30 , providing and laying in situ ready mix m 30 cement , providing and laying in situ ready mix m 30 controlled cement concrete , providing and laying in situ ready mix m 30 plain cement concrete , providing, cutting, bending, hooking, tying and laying in position tmt fe 500 , providing reinforced cement concrete crash barrier , providing and applying synthetic enamel paint to crash barrier , providing and laying of filter media with granular materials stone crushed aggregates , providing and laying weep holes of 100 mm dia , providing and laying in-situ m40 grade unreinforced plain cement , providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete. , providing and laying filter material underneath pitching in slopes as per drawings and technical specifications etc. complete. , providing and laying pitching on slopes laid over prepared filter media , plain cement concrete 1 is to 3 is to 6 nominal mix in grouting appron , providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40kilogrameach complete as per drawings , back filling behind abutment, wing wall and return wall

Corporations And Associations And Others

CTN :43117081

17 Dec, 2025 67.97 Lacs

Delhi - Delhi

Tender For supply and installation of open gym equipments in najafgarh zone and central zone under mplads funds for various locations of parks in municipal corporation of delhi. - supply and installation of open gym equipments in najafgarh zone and central zone under mplads funds for various locations of parks in municipal corporation of delhi., seated puller /pull chair made from c class g.i pipe. dimensions: - 1900mm (length) x 740mm (width) x 1920mm. (height). safe area:- 1.2mtr x 3mtr. seated puller equipment made up of c class g.i. pipe of different nb.nb stands for nominal bore sizes i.e. internal diameter of pipe in millimeters. the center pipe is of 100nb made from c class g.i. pipe. bottom support is of m.s. round plate of dia 250 mm & 10mm thickness welded. all linkages are made up of 25nb c class g.i. pipe. the handle frame is of 32nb c class g.i. pipe. the seat frame is of 32nb c class g.i. pipe. to build structure bushes are used which are made from seamless pipe of 60mm o.d. and 5mm thickness as well as 60mm diameter solid bar bush used. the foundation used for fixing is a structure and made from center pipe of g.i. of 80 nb c class. welded with m.s. round plate of dia 250 mm & 10mm thick. main pipe supported with 25 mm x 25mm m.s. angles of 3 mm thickness and 20mm x 40mm crc square pipes of 3mm thickness. foundation cover closing cap is made from injection moulded plastic lldpe / hdpe. the seats and back rests are fitted on the outer frames are made up of m.s. sheet of size 330 mm x 300 mmx2mm thickness and deep drawn and pressed in tools and dies to have uniform radius of 20 mm with no sharp edges.closing caps are made up of from injection moulded plastic lldpe / hdpe.pins used of diameter 25mm and 17mm are made up from sae 8620 bright material. the bearings used are of 6205 2rs1 and 6203 2rs1 permanent lubricated sealed bearing of reputed brand.high tensile steel with galvanized nuts & bolts are used for assembly.thecirclips used for assembly are of a16. the gym equipment shall be finished smooth with a primer coating of atleast 40 micron followed by epoxy based powder coating with polyster powder coating of at least 60 to 70 micron thickness using exonobel / berger make paints or its equivalent paints. the holding down/fixing of gym equipments shall be emboded in cement concrete in the ratio of 1:2:4 (1cement : 2 coarse sand :4 stone agg. 20mm nominal size)., cross trainer /elliptical exerciser dimensions: - 1320mm (length) x 600mm (width) x 1750mm. (height). safe area: - 1.77 x 1.2mtr. cross trainer equipment made from c class g.i. pipe of different nb.nb stands for nominal bore sizes i.e. internal diameter of pipe in millimeters. the main frame pipes are of 80nb c class g.i. pipe with single bend pipe with 250mm radius. the bottom support of m.s. round plate of dia 250 mm & 10mm thick. the handle frame is made up of 25nb c class g.i. pipe. the foundation used for fixing is a structure and made from center pipe of g.i. of 80 nb c class welded with m.s. round plate of dia 250 mm & 10mm thick. main pipe supported with 25 mm x 25mm m.s. angles of 3 mm thickness and 20mm x 40mm crc square pipes of 3mm thickness. to build structure bushes are used which are made from m.s. seamless pipe of 60mm od with 5 mm thickness. the footrests are made from injection moulded plastic lldpe / hdpe. closing caps are made up of injection moulded plastic lldpe / hdpe. pins used of diameter 35mm, 25mm, and 17mm are made up from sae 8620 bright .the bearings used are of 6007 2rs1 62052rs1 and 62032rs1 permanent lubricated sealed bearing of reputed brand. high tensile steel with galvanized nuts and bolts are used for assembly. the gym equipment shall be finished smooth with a primer coating of atleast 40 micron followed by epoxy based powder coating with polyster powder coating of at least 60 to 70 micron thickness using exonobel / berger make paints or its equivalent paints. the holding down/fixing of gym equipments shall b

corporations/Associations/Others

CTN :43122394

17 Dec, 2025 1.34 Crore

Amreli - Gujarat

Tender For construction work of protection wall, pick-up stand, office renovation, stage, parking stand, childern playing equipment, speaker equipment, tiranga flag foundation, cctv camera, fire hydrant system, led street light, cement concrete road with tri-mix and paving block road as per various area of dhari, dist.: amreli under swarnim jayanti mukhya mantri saheri vikash yojana year-2024-25 and 25-26 and 15 percentage vivekadhin yojana year-2025-26. (second attempt)

CTN :42998990

30 Dec, 2025 1.07 Crore

Bahraich - Uttar Pradesh

Tender For akankshi nagar yojanantargat nagar panchayat payagpur men block parisar ke andar khali bhoomi par adhyayan kendra ki sthapna hetu library ka nirman karya. - earth work in excavation by mechanical means (hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. all kinds of soil. as per dsr no.-2.8.1, filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m as per dsr no.-2.25, 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) as per dsr no.-4.1.8, supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. as per dsr no.-2.27, treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 coarse sand) to match the existing floor: with chlorpyriphos/lindane e.c. 20% with 1% concentration. as per dsr no.-2.35.3.1, reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources). as per dsr no.-5.2.2, reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and 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). as per dsr no.-5.3, ground floor, first floor, as per dsr no.-5.3b, as per dsr no.-5.3b, 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 (zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). as per dsr no.-5.1.2, centering and shuttering including strutting, propping etc. and removal of form for. as per dsr no.-5.9, foundations, footings, bases of columns, etc. for mass concrete. as per dsr no.-5.9.1, lintels, beams, plinth beams, girders, bressumers and cantilevers. as per dsr no.-5.9.5, columns, pillars, piers, abutments, posts and struts. as per dsr no.-5.9.6, brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in. as per dsr no.-6.1.1 & 6.1.2, cement mortar 1:4 (1 cement : 4 coarse sand), cement mortar 1:6 (1 cement : 6 coarse sand), cement mortar 1:6 (1 cement : 6 coarse sand), cement mortar 1:6 (1 cement : 6 coarse sand), providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) as per dsr no.-4.10, providing & applying a coat of residual petroleum bitumen of grade of vg-10 of approved

Central Government And Public Sector

CTN :43095389

27 Dec, 2025 7.80 Lacs

Guwahati - Assam

Tender For supply of sitc 160kva od transformer te bongaigaon -sitc 160kva od transformer te bongaigaon : -supplying of out door type 160 kva step down transformer , itc of the above transformer , providing and laying in position cement concrete foundation , supplying and erection of three piece nonlinear resistor type lightning arrestor , providing and fixing 11kv triple pole post gang operated air break switch , supplying and fixing 11 kv do fuse , providing and fixing ht danger notice plate , providing and fixing mv danger notice plate , earthing with gi earth plate , providing and fixing loop earthing in gi pipe , providing and fixing loop earthing , earthing with gi earth pipe , providing and laying earth connection , loop earthing , supplying of steel armoured aluminum conductor ug power cable , laying and fixing of power cable on wall surface , supplying and making end termination , repairing and painting the entire dp , making inter connection . , supplying and fixing , dismantling of existing transformers , providing fabricating and fixing iron fencing or railing on boundary wall or ground for sub station area

Central Government/Public Sector

CTN :42825963

16 Dec, 2025 42.65 Lacs

Allahabad - Uttar Pradesh

Tender For corrigendum : provision of pol stores for microlight base elect section tool crib addn altn of roof sheet provn of view cutters and other allied work at certain location of af station under ge af bamrauli - surface dressing n exc 15 cm deep in soft/loose soil, complete all as specified and directed., excavation in trenches for n.exc 1.50m wide not exceeding 10 sqm on plan and n.exc 1.5m in depth in soft/ loose soil and getting out, complete all as specified and directed., excavating over areas hard & dense soil, n. exc 1.5 m deep and getting out, complete all as specified and directed., m&l for pcc 1:4:8 type d2 graded stone aggregate cement concrete in flooring, foundation, filling and mass, complete all as specified and directed., returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. complete all as specified and directed., removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m. complete all as specified and directed., m&l for hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface, complete all as specified and directed., m& l for rcc type b1, (1:2:4) nominal mix (20mm grade aggregate) foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc., basement slabs, complete all as specified and directed., m&l for rcc (20mm grade aggregate type b1 (1:2:4) nominal mix columns, pillars, piers, posts and struts, complete all as specified and directed., m&l for rcc type b1, (1:2:4) nominal mix (20mm grade aggregate slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like all as specified and directed., m&l for rcc type b1, (1:2:4) nominal mix (20mm grade aggregate) beams, cantilevers, bressummers, lintels over 1.5m span all as specified and directed., m&l for rcc type b1, (1:2:4) nominal mix (20mm grade aggregate to chajjas, complete all as specified and directed., m&l for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter, complete all as specified and directed., m&l for formwork to sides of pillars, posts, struts, piers, columns and stanchions, complete all as specified and directed., m&l for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (horizontal or sloping), complete all as specified and directed., m&l for formwork to sides and soffits of floor or roof beams, beam haunch ings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. complete all as specified and directed., m&l for formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of rcc/pcc bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide, complete all as specified and directed., s&f for mild steel tmt bars 10mm dia and over, cut to length, bent to shape required, includingcranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and directed., s&f for mild steel tmt or twisted bars 6 to 8 mm dia as reinforcement for concrete, cut to length, bent to shape required, including cranking, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia as in stirrups etc. complete all as specified and directed., m& l for pcc 75mm thick type c-1 ,1:3:6 using 20mm graded stone aggregate as in plinth protection, complete all as specified and directed., m&l for brick work with sub class b bricks, straight

CTN :43109653

26 Dec, 2025 NA

Dehradune - Uttarakhand

Tender For work of providing wire mesh crates and concrete work for safety of foundation of tower no 6 of 132kv jhajhra dhalipur line

State Government

CTN :43111618

12 Dec, 2025 1.95 Lacs

Umaria - Madhya Pradesh

Tender For enquiry for work of miscellaneous civil work at damaged concrete foundation of slurry pump no. at pump house of ahp-ii at sgtps, mppgcl, birsinghpur

Central Government/Public Sector

CTN :43092780

18 Dec, 2025 9.05 Lacs

Bishrampur - Chhattisgarh

Tender For strengthening of concrete foundation of tb-1 belt structure in balrampur mine 10/12 at kumda sub area of bishrampur area

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.

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