Latest concrete structure work Tenders | Government concrete structure work Tenders

CTN :45178478

28 May, 2026 13.25 Lacs

Abohar - Punjab

Tender For corrigendum : estimate for lining/relining of watercourses of o/l rd 108968-l/ 131968-l of sukhchain mr. by laying brick masonry (bed cement concrete) of village bhaggu distt. fazilka.

CTN :45178482

28 May, 2026 80.00 Lacs

Muktasar - Punjab

Tender For corrigendum : estimate for lining/relining of watercourses of o/l rd 29720-r of bhagsar mr. by laying brick masonry (bed cement concrete) of village lakhewali distt. sri muktsar sahib.

CTN :45275091

28 May, 2026 5.38 Lacs

Chandigarh - Chandigarh

Tender For providing & fixing of sanitary items and allied work in model jail sector- 51, u.t. chandigarh (fansi chakki, midday meal, music room) - excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : .2.10, all kinds of soil .2.10.1, pipes, cables etc, not exceeding 80 mm dia. .2.10.1.1, pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia metre .2.10.1.2, providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : .4.1, 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) .4.1.4, 1:5:10 (1 cement : 5 coarse sand (zone-iii) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) .4.1.10, brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and size in : .6.4, cement mortar 1:6 (1 cement : 6 coarse sand .6.4.2, providing and fixing ist quality ceramic glazed wall tiles conforming to is: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer-in-charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. (size 300mm x 600mm) .8.31, providing and fixing aluminium sliding door bolts, isi marked anodised anodic coating not less than grade ac 10 as per is : 1868), transparent. .9.96, 250x16 mm .9.96.2, as per detail attached ., providing and fixing aluminium tower bolts, isi marked, anodised (anodic coating not less than grade ac 10 as per is : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete .9.97, 200x10 mm .9.97.2, as per detail attached ., providing and fixing aluminium handles, isi marked, anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : .9.1, 125 mm .9.100.1, as per detail attached ., providing and fixing pressed steel door frames conforming to is: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including m.s. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by engineer-in-charge: .10.14, profile b .10.14.1, fixing with adjustable lugs with split end tail to each jamb .10.14.1.1, providing and laying polished granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the engineer-in-charge. .11.56, polished granite stone slab of all colour and texture exceptblack,

CTN :45320099

01 Jun, 2026 26.53 Lacs

Faridabad - Haryana

Tender For providing and laying cement concrete for approach road alongwith type-iii qtrs. in old colony, gpra (phase-i) at nh-iv, faridabad during 2026-27

CTN :45320024

29 May, 2026 28.49 Lacs

Delhi - Delhi

Tender For upgradation of mps bungalows at north south avenue under sub-div-i of pawd-iii, new delhi dg. 2026-27subwork/packages:providing and laying seameless synthetic rebberized flooring over chequered precast cement concrete tile path for jogging track in bungalow no. 20, akbar road

CTN :45290770

29 May, 2026 3.16 Lacs

Ernakulam - Kerala

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 :45306407

08 Jun, 2026 14.78 Lacs

Faridabad - Haryana

Tender For repair and strengthening of existing weak damaged road by providing and laying, compacting, finish ultra-thin white topping utwt grade m-40 glass fiber reinforced concrete with minimum cement content 420kg /cm and allied maint. of highly dra(recall)

CTN :45224098

03 Jun, 2026 NA

Kinnaur - Himachal Pradesh

Tender For corrigendum : supply of supply of gravel granular gsb 250mm 125mm low grade aggregates , supply of geo textile of size 4 point 5mtr x 100rm over gsb with min 300mm stone aggregate as in drain , supply of geo grid of size 4 point 5mtr width x 100rm below gsb with min 300mm stone aggregate as in drain , opc 53 grade cement , sand for coping , aggregate 20mm , supply only fine sand , supply only water based prepolymer urethane , supply of paver block siz 225mm x112 point 5mm x100mm , rubber hammer , brick trawel , pan mortar std size , hand gloves rubber , digital compression testing machine , spacer clips , special mask for chemical laying , wire mess for seiving sand 8 feet x 5 feet , phawrah with handle make , measuring tape 5 m ai 16 , water level pipe 30mtr roll , mason thread 100 mtr long roll , sprit level 10 inch , broom sticks , concrete saw electric

CTN :45276203

06 Jun, 2026 10.00 Lacs

Dindori - Madhya Pradesh

Tender For supply work of construction/maintenance and other material under nagar parishad shahpura (fy-2026-2027) 2nd call - bricks (open bhatta) , bricks (fly ash) , steel i section all size isi mark, chain link fencing, , shutring & centring, angle iron all size (all complete), paver block 60 mm m-30 reflactive rubber moulded with laying, paver block 80 mm m-30 reflactive rubber moulded, r.c.c. hume pipe np-2 300mm dia., r.c.c. hume pipe np-2 450mm dia., r.c.c. hume pipe np-2 600mm dia., r.c.c. hume pipe np-2 1000mm dia., r.c.c. hume pipe np-2 1200mm dia., birla white putty isi specification (all complete), oil bound distemper isi specification (all complete), , , interior emulsion paint isi specification (all complete), distemper isi specification (all complete), kota stone (all complete), latrine seat 580mm, camod, urine pet (men & women), concrete work m-10 (all complete), concrete work m-20 (all complete), floor & wall 1st (all complete), floor & wall 2nd (all complete), floor & wall high glowing tiles (all complete), (all complete), (all complete), (isi) 500 , (isi) 1000 , paint (isi) all complete, 50 mm (heavy) (all complete), 1 (all complete), 1.5 (all complete), 2 (all complete), , , ( ) , ( ) , (isi) ( ), wall painting (slogan), wall painting ( ), , ( ), tree guard (6 , 2 ), febrication work ( ), febrication work ( isi), pvc pipe(4inch), putti, fall silling work, net (work), lighting(all work), window, glass, electric bords, sand, ordinary portland cement 53,43 grade (isi mark), steel bar all size upto 25 mm mild and torr steel, tiles, paver block, ppc cement, rapid hardening cement, mass concrete cement, vinyle sheet floor mat, , 40mm over size metal , 10mm over size metal , 6mm over size metal , crusher stone dust , sand, fine grain particales, silt, soil, boulder, sand stone, gravel

State Government

CTN :45231232

08 Jun, 2026 NA

Ghaziabad - Uttar Pradesh

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.

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