Latest rcc pile foundation Tenders | Government rcc pile foundation Tenders

CTN :45326912

08 Jun, 2026 NA

Ferozepur - Punjab

Tender For material and labour for construction of 334 mtr retaining wall (ht 5m) in ferozepur - excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil all as specified and directed., m&l for cement concrete 1:4:8 type d-2 as in foundation fillings and mass concrete complete all as specified ., m & l formwork to sides concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beam, and similar work vertical or to batter complete all as specified., m & l formwork to faces of walls, retaining walls, abutments, parapet and stairecase railings and similar work including attached pillasters, butterssses, etc. vertical or to batter with feir finished surface complete all as specified., m & l for m-30 (design mix) reinforcement cement concrete in foundations, including raft, footings, foundation beams, plinth beams, bases of columns etc. basement slabs, under reamed piles and mass cincrete complete all as specified., m & l for m-30 (design mix) reinforcement cement concrete in walls, retaining walls, basements walls, ballast walls and the like, any thickness, above top of footings, including attached pilasters and buttresses complete all as specified., m & l for mild steel tmt bars 10mm dia and over, cut to length, bent to shape required, including cranking, 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., s&f for pvc (swr) 110mm pipes complete all as specified., returning, filling in (soil), including spreading, leveling, watering and well ramming in layers not exc. 25cm, hand packing (gauge 40 to 80 mm) at back of walls over arches etc. and raising (or lowering) to the required level, hand packing (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level, note: in case doubling/duplicancy of boq items , the lowest quoted rate shall be applicable for payment.

CTN :45326918

08 Jun, 2026 NA

Ferozepur - Punjab

Tender For supply and construction of 200mtr retaining wall (ht 3) at ferozepur - excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil all as specified and directed., m&l for cement concrete 1:4:8 type d-2 as in foundation fillings and mass concrete complete all as specified ., m & l formwork to sides concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beam, and similar work vertical or to batter complete all as specified., m & l formwork to faces of walls, retaining walls, abutments, parapet and stairecase railings and similar work including attached pillasters, butterssses, etc. vertical or to batter with feir finished surface complete all as specified., m & l for m-30 (design mix) reinforcement cement concrete in foundations, including raft, footings, foundation beams, plinth beams, bases of columns etc. basement slabs, under reamed piles and mass cincrete complete all as specified., m & l for m-30 (design mix) reinforcement cement concrete in walls, retaining walls, basements walls, ballast walls and the like, any thickness, above top of footings, including attached pilasters and buttresses complete all as specified., m & l for mild steel tmt bars 10mm dia and over, cut to length, bent to shape required, including cranking, 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., s&f for pvc (swr) 110mm pipes complete all as specified., returning, filling in (soil), including spreading, leveling, watering and well ramming in layers not exc. 25cm, hand packing (gauge 40 to 80 mm) at back of walls over arches etc. and raising (or lowering) to the required level, hand packing (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level, note: in case doubling/duplicancy of boq items , the lowest quoted rate shall be applicable for payment.

CTN :45344357

08 Jun, 2026 9.76 Lacs

Sardarshahar - Rajasthan

Tender For const of 2 nos 33 kv feeder bay foundations for cosine power at 132 kv gss gharsisar

CTN :45286611

28 May, 2026 6.00 Lacs

Bandikui - Rajasthan

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

02 Jun, 2026 1.07 Crore

Medak-T - Telangana

Tender For annual maintenance contract for miscellaneous machine foundations, masonry works and painting works in factory area and administrative building

CTN :45301535

05 Jun, 2026 24.68 Lacs

Kollam - Kerala

Tender For construction of foundations for the installation of pipe rack for effluent line from arp to etp pond.

CTN :45306927

15 Jun, 2026 958.40 Crore

Guntur - Andhra Pradesh

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

corporations/Associations/Others

CTN :45234240

02 Jun, 2026 8.91 Lacs

Panchkula - Haryana

Tender For corrigendum : scope for construction of transformer plinth, tower foundations, equipment foundations, outdoor cable trench and site surfacing.

Central Government/Public Sector

CTN :45291377

12 Jun, 2026 45.84 Lacs

Cuddapah - Andhra Pradesh

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 :45304567

08 Jun, 2026 4.60 Lacs

Thiruvananthapuram - Kerala

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

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