Latest rcc pile foundation Tenders | Government rcc pile foundation Tenders

State Government

CTN :39562762

19 Mar, 2025 17.83 Lacs

Kozhikode - Kerala

Tender For 110kv substation adivaram- construction of transformer plinth and yard structure foundation

State Government

CTN :39565418

13 Mar, 2025 4.97 Lacs

Dharamshala - Himachal Pradesh

Tender For repair and restoration of type v residential building at chilgari - wall painting (one coat) with plastic emulsion paint of approved brand and manufacture on decorated wall surface to give an even shade including thoroughly brushing the surface clean of all dirt grease,loose pieces of scale and sand papered smooth. complete in all respect as per the direction and to the entire satisfaction of the engineer-in-charge., painting one coat (excluding priming coat) on previously painted wood and wood based surface with ready mixed paint brushing to give an even shade including cleaning of all dirts,dust and other foreign matter sand papering and stopping with ready mixed paint other than white complete in all respect as per direction and to the entire satisfaction of engineer-in-charge within all leads and lifts., painting one coat (excluding priming coat ) on previously painted steel & other metal surfaces with readymixed paint, brushing oil, grease to give an even shade including cleaning the surface of all dirt,dust and other foreign matter:- with readymixed paint other than whiten complete in all respect as per direction and to the entire satisfaction of engineer-in-charge within all leads and lifts., finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on decorated wall surfaces (one coat) to give an even shade after thoroughly brushing the surface to remove all dirt,loose or softened paint. complete in all respect as per the direction and to the entire satisfaction of the engineer-in-charge., providing and fixing panelled,glazed or panelled and glazed shutters for doors, windows and clere storey windows including black enamelled iron but hings with necessary screws 40mm thick in 1st class deodar wood. complete in all respect as per the direction and to the entire satisfaction of the engineer-in-charge., providing and fixing wire gauge shutters using galvanised m.s. wire gauge of i.s. gauge designation 85g. with wire of dia 0.56mm for doors, windows and clerestorey windows including bright finished black enamelled iron hinges with necessary screw 40mm thick (1st class deodar wood). complete in all respect as per the direction and to the entire satisfaction of the engineer-in-charge., providing steel work welded in built up section trusses and framed work including cuttint, hosting fixing in position and applying a priming coat of red lead paint in grating framed guards bars, ladders, railing brackets and similar works .complete in all respect as per the direction and to the entire satisfaction of the engineer-in-charge., clearing jungle including uprooting of rank vegetation, grass,brush wood, trees and saplings of grith upto 30 cm. measured at a height of 1 metre above ground and removal of rubbish upto a distance of 20 metres outside the periphery of the area cleared. complete in all respects as per direction and to the entire satisfaction of engineer-in-charge witnin all leads and lifts., brick work using common burnt clay building bricks in foundation & plinth in cement mortar 1:6 ( 1 cement : 6 sand ) ist class bricks. complete in all respect as per direction and to the entire satisfaction of engineer-in-charge within all leads and lifts.

Central Government And Public Sector

CTN :39566607

17 Mar, 2025 14.89 Lacs

Agra - Uttar Pradesh

Tender For emergency repairs to the complex of the itimad-ud-daulla tomb, agra -supply of materials - repair charges for 0.85 m height old m.s. iron grill with whereas required 40x40x6 mm angle iron frame & 10 mm square bar including straightining, cutting, welding etc. including primer & painting etc. complete in all respect. (rate including g.s.t.), fixing charges for old 0.85 m height m.s. iron grill from the boundary wall with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-iii) having size of 2.00 nos post (0.30x0.30x0.30) m including required labour & t&p. etc. (rate including g.s.t.), taking out / removal of fallen brick work in lime mortar old mughal brick manually including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge. (rate including g.s.t.), earth work in excavation by 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. (rate including g.s.t.), providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia m.s. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with m.s. tubes, m.s. tube challies, m.s. clamps and m.s. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .the scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of engineerin-charge .the elevational area of the scaffolding shall be measured for payment purpose .the payment will be made once irrespective of duration of scaffolding. (rate including g.s.t.), structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete required for proper completion of work as per direction of engineer incharge. (rate including g.s.t.), providing and fixing precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per is:277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by engineerin-charge. the sheet shall be fixed using self-drilling /self-tapping screws of size (5.5x 55 mm) with epdm seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (rate including g.s.t.), providing and laying in position cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) of specified grade excluding the cost of centering and shuttering. as per direction of engineer-in-charge. (rate including g.s.t.), brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand). (rate including g.s.t.), providing of 12 mm cement plaster on wall of mix : 1:4 (1 cement: 4 fine sand) including labour and material etc. (rate including g.s.t.), supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads &

Central Government/Public Sector

CTN :39527490

21 Mar, 2025 44.51 Lacs

Kolkata - West Bengal

Tender For construction of community centre at murgaghutu and kadma village under csr - clearing jungle including uprooting of rank vegetation grass brush wood trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared , earth work in excavation by mechanical means hydraulic excavator manual means over areas exceeding 30 cm in depth 1 point 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 point 5 m as directed by eic , 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 point 5 m , supplying and filling in plinth with sand under floors including watering ramming consolidating and dressing complete , providing and laying in position cement concrete of specified grade including the cost of centering and shuttering all work up to plinth level is to 1 is to 3 is to 6 ratio 1 cement is to 3 coarse sand zone iii 6 graded stone aggregate 20 mm nominal size , providing and laying in position specified grade of reinforced cement concrete including the cost of centering shuttering finishing and excluding cost of reinforcement all work up to plinth level 1 is to 1 point 5 is to 3 ratio 1 cement is to 1 point 5 ratio coarse sand zone iii 3 graded stone aggregate 20 mm nominal size , 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 including cost of centering shuttering finishing and excluding cost of reinforcement 1 is to 1 point 5 is to 3 ratio 1 cement is to 1 point 5 coarse sand zone iii 3 graded stone aggregate 20 mm nominal size , reinforced cement concrete work in beams suspended floors roofs having slope up to 15 degree landings balconies shelves chajjas lintels bands plain window sills staircases and spiral stair cases above plinth level up to floor five level including the cost of centering shuttering finishing and excluding cost of reinforcement with 1 is to 1 point 5 is to 3 ratio 1 cement is to 1 point 5 ratio coarse sand zone iii ratio 3 graded stone aggregate 20 mm nominal size , brick work with common burnt clay fps non modular bricks of class designation 7 and half in foundation and plinth in cement mortar 1 cement 6 coarse sand , brick work with common burnt clay fps non modular bricks of class designation 7 and half in superstructure above plinth level up to floor v level in all shapes and sizes in is to cement ratio mortar 1 is to 6 ratio 1 cement 6 coarse sand , half brick masonry with common burnt clay fps non modular bricks of class designation 7 and half in superstructure above plinth level up to floor v level cement mortar 1 is to 4 ratio 1 cement is to 4 coarse sand , supplying and stacking or filling for soak pit at site over burnt jhama brick aggregate 90 mm to 45 mm , cement concrete flooring 1is to 2 is to 4 ratio 1 cement is to 2 coarse sand is to 4 graded stone aggregate finished with a floating coat of neat cement including cement slurry but excluding the cost of nosing of steps etc complete 40 mm thick with 20 mm nominal size stone aggregate cement make nuvoco lafarge or ultratech or acc or as per direction of eic , steel reinforcement for rcc work including straightening cutting bending placing in position and binding all complete upto plinth level thermo mechanically treated bars of grade fe 500 d or more make sail tata jindal , 15 mm cement plaster on the rough side of single or half brick wall of mix is to 1 is to 6 ration 1 cement is to 6 fine sand ratio rates for external plastic are for height upto 10m from ground level in less otherwise stated cement make nuvoco lafarge or ultratec

State Government

CTN :39551306

21 Mar, 2025 NA

Dinajpur - West Bengal

Tender For construction of 01 no ptr foundation,1 no cable box structure,1 no vcb and 1 no ct/pt plinth, 900 mm x 900 mm, 600 mm x 600 mm and 300 mm x 300 mm cable trench, gravel spreading with electrical works at kaliaganj 33/11 kv substation.

CTN :39238104

03 Mar, 2025 NA

Bangalore - Karnataka

Tender For corrigendum : supply of instalation of war memorial at pctc - construction of plinth wall , pcc concrete flooring , construction of pedestal at centre of the plinth size 9.5 ft x 9.5 ft x 10 ft , debris and soil filling and compacting of the plinth , ground leveling and earch excavation for foundation work

CTN :38530862

04 Mar, 2025 15.27 Lacs

Kalpakkam - Tamil Nadu

Tender For bid to ras providing of repair, maintenance, and installation of plant/ systems/equipments (version 2) - as per tender document; sl no 1 filling with selected excavated earth available at site upto a lead of 500m filling in layer of not more than 150mm thickness; as per ten..,repair, maintenance, and installation of plant/ systems/equipments (version 2) - as per tender document; sl no 2 earth excavation by mechanical means hydraulic excavator or manual means for foundation substructures plinth beam cess pits and trenches ..,repair, maintenance, and installation of plant/ systems/equipments (version 2) - as per tender document; sl no 3 providing and laying plain cement concrete 1 is to 4 is to 8 using 25mm maximum size graded aggregates and crushed stone sand including m..,repair, maintenance, and installation of plant/ systems/equipments (version 2) - as per tender document; sl no 4 providing and laying plain cement concrete 1 is to 2 is to 4 using 20mm maximum size graded aggregates and crushed stone sand including m..,repair, main

CTN :39361666

03 Mar, 2025 50.00 Lacs

Kishangarh - Rajasthan

Tender For w no 14 different works-, earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per mort&h specification clause 301.in all type of soil, carriage of materials bymechanical transport including loading,unloading and stacking :: earth for 1 km, providing and laying lean cement concrete 1:4:8 in sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length onstruction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, laid manualy, ompacting with surface vibrator, finishing and curing complete as per clause 601, 112 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion., providing and laying un-reinforced, plain cement concrete mix with concrete mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to is: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion. 9.6.1 pcc m-20, providing, lowering, laying in trenches, aligning, fixing in position and jointing socketed rubber gasket type isi marked upvc pipes of class iii (6 kg/sqcm) suitable for potable water with rubber ring joints (as per is 4985-2000) of following outer dia with all accessories (excluding specials) complete including all material, labour, hydraulic testing and commissioning as per technical specifications and as per direction of engineer., providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and testing of joints complete as per direction of engineer in-charge. exposed on wall 20 mm nominal outer dia .pipes., earth work in excavation in foundation, trenches etc. includingdressing of sides and ramming of bottoms, including getting out theexcavated material, refilling after laying pipe/ foundation anddisposal of surplus excavated material at a lead upto 50m suitablesite as per direction of engineer for following depths, below naturalground / road top level. in all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. depth upto 1.5 m, carriage of materials bymechanical transport including loading,unloading and stacking :: earth for 1 km, providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level code) 1:4:8 (1 cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size)., "providing and laying in position cement concrete of specified gradeexcluding the cost of centring and shutteringt - all work upto plinth level1:1:3 (1 cement : 1 coarse sand : 3 graded stone aggregate 20mm nominal size)", 40 mm thick fine dressed stone flooring over 20 mm (average) thickbase of cement mortar 1:5 (1 cement : 5 coarse sand) includingpointing with cement mortar 1:2 (1 cement : 2 stone dust) with anadmixture of pigment to match the shade of stone.30.27.1 red sand stone, providing and fixing of reinforced ferro-cement drain covers designed for 'a' class loading duly marked on co

CTN :39491742

07 Mar, 2025 33.31 Lacs

Dausa - Rajasthan

Tender For gsb wbm work ward no. 26 to 55, dausa. - providing, laying, spreading and compacting of granular sub-base by providing close graded material (table 400-1), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, complete as per mort&h specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion., grading - iii material, coarse graded granular sub-base material 53 mm to 26 .5mm, carriage of materials (by mechanical means) stone, boulders, gravelly material 5 km, dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m., construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per mort&h specification clause 305. (lead taken upto 5 km), random rubble masonry with hard stone in foundation and plinth : cement mortar 1:6 (1 cement : 6 coarse sand), providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)drain work, providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level :1:4:8 (1 cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size)., providing at site, lowering & laying in trenches, aligning & jointing of rcc pipes np3 class (with s/s ends) is: 458 - 1988 (amended up to date) marked and pipes from 300 mm upto 2000 mm manufactured through vertical / vibrated casting process all levels with rubber gaskets (epdm/sbr) for sewer lines as per is: 5382 (including cost of rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by engineer. note : e/w to be measured and paid separately. length of pipe shall be measured in between the outer wall of two manholes / inspection chambers. pipe in the manhole/inspection chamber s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable., 450 mm internal diameter, 600 mm internal diameter, hydraulic excavator of 1 cum bucket (with deasel, driver & helper)

CTN :39487539

04 Mar, 2025 33.31 Lacs

Dausa - Rajasthan

Tender For gsb & wbm work ward no. 26 to 55, dausa.-, providing, laying, spreading and compacting of granular sub-base by providing close graded maternal (table 400-1), spreading in uniform layers with motor grader on prepared surface, mixing by max in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, complete as per mort&h specification clause 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion, , grading-iii maternal, , coarse graded granular sub-base material 53 mm to 26.5mm, , carriage of materials (by mechanical means) stone, boulders, gravelly material 5 km, , dressing of earth work in surface excavation including cutting and filling upto 30cm depth mcluding disposal of excavated earth upto som and lift upto 15 m, , construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per mort&h specification clause 305 (lead taken upto 5 km), , random rubble masonry with hard stone in foundation and plinth cement mortar 16 (1 cement 6 coarse sand), , providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level 124 (1 cement 2 coarse sand 4 graded stone aggregate 20 mm nominal size), , drain work, , providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level, , 148 (1 cement 4 fine/coarse sand 8 graded stone aggregate 40 mm nominal size), , providing at site, lowering & laying in trenches, aligning & jointing of rcc pipes np3 class (with s/s ends) is. 458-1988 (amended up to date) marked and pipes from 300 mm upto 2000 mm manufactured through vertical / vibrated casting process all levels with rubber gaskets (epdm/sbr) for sewer lines as per is 5382 (including cost of rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by engineer note e/w to be measured and paid separately length of pipe shall be measured in between the outer wall of two manholes /inspection chambers. pipe in the manhole/inspection chamber's wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable., , 450 mm internal diameter, , 600 mm internal diameter, , hydraulic excavator of i cum bucket (with deasel, driver & helper)

Rcc Pile Foundation Tenders

By Cities

By States

By Agencies

By Ownerships

By Sectors

State Government

State Government

Central Government And Public Sector

Central Government/Public Sector

State Government