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

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

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 :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

Central Government / Public Sector

CTN :45193758 Due date: 14 Jul, 202614 Jul, 2026 NA
Tender For gunupur-theruvali new bg line project : design and construction of new bg railway line from km 122.750 to km 141.940 (excluding rcc box, rob br. no 388 from km 137.725 to 137.925 but including p way & ohe works) involving 08 nos of tunnels (t-2 to t-9) & from km 110.02 to km 113.12 involving 1 no tunnel(t-1), blt works & its approaches and earthwork in formation in embankment/cutting, blanketing, side drains, catch water drains, minor bridges, major bridge, road over bridge (robs), road under bridge (rubs), protection works, p.way track works with contractor's own material supplies including supply of track ballast, new wide based psc sleeper, special psc sleepers (for turnouts, improvised sejs, guard rails etc), point (thick web switches & wcms crossing, glued joints, h-beam/ composite sleepers over girder bridges, improvised sejs, all p-way fittings, ohe foundations, supply and erection of ohe masts, provision of 1x25 kv conventional type ohe (ohe-22.660tkm) including 2.86 km rocs in tunnel, provision of one feeding post (tss) modifications/conversion to underground for overhead electrical ht/lt power line crossings, construction of platforms, station buildings, fob, service buildings, sp/ssp buildings and residential buildings, water supply, indoor and outdoor electrification works etc in waltair division of east coast railway.

State Government

CTN :45231232 Due date: 08 Jun, 202608 Jun, 2026 NA
Tender For supply and execution items for reliability improvement of signalling inst. section of sr. dste/1/lko of lucknow div. nr. - excavating and refilling of trench to the level of ground with rammed earth asper drg. no.(nr/s&t/con/1.1/97a) so as not to form a drain 0.3 mtrs wide & 1mtr deep on both side of the station along side the track. it shall confirm to the safe distance as per signalling and cable plan in all type of soil, it also includes clearence of roots of trees and bushes., excavating and refilling of trench 0.3 mtrs wide & 0.8 mtr deep on pitced/stone/bricks paved surface, road/crossing/platform etc. and restoration of surafce to original condition., laying of signalling/telecom/power cables of different sizes as per attached guidelines (drg. no.(nr/s&t/con/1.1/97a) or latest on signalling cable laying and as per cable route plan approved by railways through trenches, rcc pipe, dwc pipe, gi pipe etc and meggering of cable before and after its laying of all type of outdoor cables. contractor have to transport cable from any store of lko division to site carefully. meggering to be done for each drum separately. meggering sheets to be supplied and filled up by contractor and submitted to railways, as per instructions by consignee., supply and laying of 2nd class bricks in the trench and laying as per drg. no. (nr/s&t/con./1.1/97a) or latest and as per instruction of the site engineer., boring and trenchless cabling along with supply and insertion of hdpe/dwc self lubricated pipes as per rdso spec no. rdso/spn/204/2011 ver 1.1 or latest of 120mm nominal dia in the bore at the depth of 1.4 meter to 2.1 meter from formation level (level of earth below ballast) as per drawing and as directed by engineer incharge by trenchless technology for laying of signalling /telecom/power cable under track /culvert etc. cable laying covered separately. inspection-consignee for supply of dwc/hdpe pipe. the following required coupling arrangement should also be supplied: 1. suitable snap fit couplers withrubber o ring, 2. spacers, 3. tees. 4. bend. 5. end cap(1 no. =6mtr ,straigh tpipe). (a) the cost shall include horizontal boring through any intermediate obstruction, either natural or man made or any boundary etc. (b) the rate is inclusive of all the materials equipment and labour required for during trenchless horizontal boring under the railway track. nothing extra shall be admissible on any account than the rate quoted above. (c) the pipeis to be laid underrailway track/road /culvert. all necessary arrangement are to be provideand all precautions are to be end is not deviated from the horizontal level line by more than 250mm in horizontal and vertical direction. (d) the rate shall be inclusive of direction and protection of underground utilities encountered during boring. (e) the payment for boring shall be made only when dwc/hdpe pipe are laid in the bore., concreting unschduled items in concrete of 1:3:6 ratio in cement, coarse sand and aggregate 25mm at different places in the yard and plastering top in fine plaster of 1:4 cement sand ratio. it also includes the excavation of earth as required at site and as per instruction of site incharge. the volume in cubic metres shall include the volume occupied by any ci foundation, trestle, ms angle or flat or gi pipe required to be embedded in the casting. cement coarse sand and aggregate 25mm are to be supplied by the contractor., earth work for excavation and refilling around location boxes and signals etc. where necessary including 50m lead and 1.5m lift. the lead is to be measured from centre of gravity of location to the centre of filling and lift from main ground level. the earth work should be well rammed including breaking of clods, levelling and dressing etc. as per instruction of engineer at site., brick work with well burnt bricks in foundations and plinths with cement and sand (ordinary) mixture of 1:4 ratio. all material is to be supplied by the contractor.

Central Government/Public Sector

CTN :45235182 Due date: 26 May, 202626 May, 2026 NA
Tender For auction sale of others - scrap released industrial waste products unserviceable for railway use 1 coal /coke ashes debris steam coal and hard coke dust scrap pieces of u/s fire bricks 2 broken piece of plain and color glass mirror porcelain washbasin commode crockery item etc.3 u/s cotton rag canvas released from coaches old unusable hand gloves aprons etc 4 u/s rubber items window sealing rubber foam pieces gas rubber hose pipes shutter felts damaged & condemned rubber hose and pvc pipe pieces damaged torn vacuum hose pipes without universal couplings small broken pieces of rubber released from roof of the coaches & glass wool 5 unusable timber plywood wooden scrap pieces of compreg ply broken slates pieces of berth shutter panel etc scrap broken pieces of released packing wood timber jolly board condemned wooden seats without rexene & ferrous fittings wood shavings mixed with sand & rubbish 6 released packing material rubber fibre wooden polythene bags gunny bags card board paper puttah gatta thermocole etc. broken and u/s pieces of asbestos cement sheets released from shops 7 unserviceable old lp sheet including pop rivet seat berth number plate unuseable off cuts of new lp sheet unusable pieces of limpet /nftc sheet 8 floor sweeping consisting of sand mud mud muck scrap paper shrubs tree branches including dried grass & leaves coach-rust rusty nails screws and washers u/s aluminum rivets mixed with sweepings and ashes from burn material mud and muck includes unserviceable pieces of stones boulders broken concrete foundations and u/s pieces of other bricks oily greasy rags oily dirt and mud mixed with rubbish heaps excluding sludge oil 9 unserviceable off-cuts of fresh rexene pvc sheet coir recron foam released and unserviceable rexene pvc sheet coir recron foam 10 unserviceable frp products like window shutters louvers inlay lavatory wall protectors wash basin fish tails banjo shutter front cover or axle box mouldings 11 u/s nylon plastic bushes nylon wire rope and other nylon items broken welding hand screen helmet face shield 12 u/s bakelite bakelite box with screws broken and condermned bakelite cover of tumber switch and fuse without non-ferrous fitting mcb with embedded material except aluminum and copper, ceramic pieces plastic pvc sheet and sleeves broken pieces of electric switches battery floats flexible pipes unserviceable broken tube lights and bulbs fuse without non-ferrous fittings broken damaged pieces of insulating material 13 engineering garbage not required by iow and generated inside workshop like tree branches loose earth etc 14 following unserviceable items released from poh activities -bp and fp houses with end ferrous parts, unserviceable buffer pads and draft pads, frp main door embedded with ferrous window bars handle latch etc frp window shutters with embedded ferrous material, unserviceable lavatory door vestibule door fiied with latch/handle and ferrous mouldings etc, hdpe commode chute with ferrous bracket and supporting ring,plastic spool with end pieces of filler wire. 15 ferrous pieces mixed with rubbish weighing not more than 500gms 16 any item of industrial waste not covered above as advised in writing by the site engineer in charge. as is where is basis. loading by purchase. location of material : site c i.e. 100 kld etp plant/lower parel workshop/ maharashtra. custodian :sse/ys/pl(total approximate weight 50 mt.) note 1)the above items are expected generation of various items in the workshop. the railway does not guarantee availability of all types of industrial waste at all times in the same proportion some item may be even zero 2)the railway will not accept any claim for availability of any specific items or their quantities 3)no material other than above shall be permitted to be lifted 4)mode of delivery will be in metric tonne. no sorting & pick and choose of material will be allowed.

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

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/Public Sector

CTN :45209384 Due date: 09 Jun, 202609 Jun, 2026 NA
Tender For estimate: enhancing safety by replacing defective/ worn-out tljbs, track leads, point insulations, ground connections, location boxes & foundations, signal assemblies & foundations including trenching, laying of cables, terminations etc. in the section of dste/ swm on kota division

Central Government/Public Sector

CTN :45050618 Due date: 25 May, 202625 May, 2026 NA
Tender For enhancing safety by replacingdefective/ worn-out tljbs, track leads, point insulations,ground connections, location boxes & foundations, signalassemblies & foundations including trenching, laying ofcables, terminations etc. in the section of adste/ bte onkota division.
 Loading, Please wait...

Connect us via What's Up