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Truss Repair Tenders

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Bid Submission Date Range
Tender Value

Central Government/Public Sector

CTN :45111623 Due date: 09 Jul, 202609 Jul, 2026 110.10 Crore
Tender For corrigendum : balance work with steel superstructure including approaches of new bridge over gandak river in km. 423.00 - 424.00 of nh -28 (new nh - 27) in the state of bihar on epc mode.

CTN :45732923 Due date: 16 Jul, 202616 Jul, 2026 6.81 Lacs
Tender For construction of superstructure to the provided lift at university college of arts and social science ou campus hyderabad

State Government

CTN :45705912 Due date: 30 Jun, 202630 Jun, 2026 NA
Tender For fixing bell mouths bailing out water from the trenches for making new connections in fully charged pipe-lines including cleaning trimming and dressing the trenches to correct alignment and grade as required by the engineer-in-charge. size of the main with which connection is to be made. 1. up to 200 mm internal diametre ,manhole chambers providing and fixing sfrc manhole covers and frames marked with is: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the engineer-in-charge. 1. type:- extra heavy duty set (ehd-35) 560mm clear opening, 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 up to 50 m and lift up to 1.5 m, as directed by engineer-in-charge. 1. all kinds of soil ,demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 2. nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) cement concrete (cast in situ) providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work below plinth level and up to floor iv level: 6. 1:4:8 (1 cement : 4 coarse sand (zone-iii) : 8 graded stone aggregate 40 mm nominal size) .,steel reinforcement steel reinforcement for r.c.c. work, where not included in the complete rate of rcc, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level note: reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. thermo-mechanically treated bars of grade fe-500d or more,brick work brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor iv level in all shapes and sizes in : 1. cement mortar 1:4 (1 cement : 4 coarse sand)

State Government

CTN :45705900 Due date: 30 Jun, 202630 Jun, 2026 NA
Tender For providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work below plinth level and up to floor iv level: 3. 1:2:4 (1 cement : 2 coarse sand (zone-iii) : 4 graded stone aggregate 40 mm nominal size) ,brick work brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor iv level in all shapes and sizes in : 1. cement mortar 1:4 (1 cement : 4 coarse sand),ement plaster

Private Sector

CTN :45705061 Due date: 08 Jul, 202608 Jul, 2026 3.16 Crore
Tender For auction sale of office - all that portion of unfurnished tenement and undivided proportionate share in the land on ownership basis being the in 'bhuvana towers' commercial complex superstructure bearing municipal no's. 1-2-166 to 193 (old no. 91) sarojinin devi road, secunderabad bearing offices no's. 216 & 217 on second floor admeasuring 3198 sq.ft (including 20% common area) as indicated in the plan annexed to the sale deed and delineated therein bounded: ptin no. 1180115545 undivided share in land 20 sq. yds or 16.72 sq. mtrs., (in the name of m/s. bigleap technologies & solutions pvt ltd.,)north: open to sky; south : office no. 215; east : 8'-0" wide passage; west: open to sky*together with the buildings and structures constructed / to be constructed thereon and all the fixed and fittings annexed thereto.

State Government

CTN :45411968 Due date: 29 Jun, 202629 Jun, 2026 35.00 Lacs
Tender For corrigendum : construction of engineering workshop and testing lab including procurement of lab instruments at dam site of bhep. - earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed ordinary rock, 1 meter from cutting edge, providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. all work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. all work upto plinth level with 1:2:4 (1 cement : 2 coarse sand : 4 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 upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1 :3 (1 cement : 1 coarse sand : 3 graded stone aggregate 20 mm nominal size), steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete above plinth level thermo-mechanically treated bars of grade fe-500d or more., filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m., centering and shuttering including strutting, propping etc. and removal of form work., lintel, beams, plinth beams, girders, bressumers and cantilevers., columns, pillars, piers, abutments, posts and struts., structural steel work 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. welded, providing corrugated g. s. sheet roofing including vertical/curved surface fixed with polymer coated j or l hooks, bolts and nuts 8mm diameter with bitumen and g.i limpet washers or with g.i. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.50 mm thick with zinc coating not less than 275 gram/m2, providing ridges or hips of width 60cm overall width plain g.s. sheets fixed with polymer coated j. or l hooks, bolts and nuts 8mm dia g.i. limpet and bitumen washers complete. 12.4.3 0.50 mm thick with zinc coating not less than 275 gram/m2, painting on g.s sheets with synthetic enamel paint of approved band and manufacture of required colour to give an even shade on new work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution., brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :cement mortar 1:6 ( 1 cement : 6 coarse sand), extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level, 15mm cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 fine sand), providing and fixing fly proof wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions all complete. with galvanized m.s. wire gauge with wire of dia 0.63 mm with 12 mm mild steel u beading, p/f in existing frames 30mm th

CTN :44687071 Due date: 26 Jun, 202626 Jun, 2026 24.17 Lacs
Tender For bid to ras bid to ras corrigendum : supply of supply of superstructure of small store shelter , supply of construction material , supply of electronic , supply of earthing items , supply of lightening conductor , supply of furniture items , supply of tools

State Government

CTN :45558225 Due date: 30 Jun, 202630 Jun, 2026 62.30 Lacs
Tender For corrigendum : construction of 30 mtr span foot bridge for government senior secondary school lohara tehsil amb distt una sh co sub structure superstructure and approaches

Central Government/Public Sector

CTN :45418862 Due date: 06 Jul, 202606 Jul, 2026 NA
Location: Goa - Goa Goa - Goa
Tender For corrigendum : supply of awning equipment - stanchion (73.03 mm. o.d. x 5.16 μμ.τηκ.), stay (73.03 mm. o.d. x 5.16μμ.τηκ.), base plate for stanchion (210 x 100 x 12thk.), base plate for stay (150 x 100 x 12thk.), socket and plug, eye bolt for foot with stainless steel keep chain, cleat for awning tackles for stanchion, flush type eye plate (for detail refer annexure a), m.s. glav. 76.2 mm., sheave dia double block with becket & thimble suitable for 12 mm dia (38 mm.circ.) polyamide/polyamide rope and with swivel eye hook to suit ring of flush type eye plt., 12mm. dia polyamide rope, m.s. glav. 76.2 mm., sheave dia double block without becket & thimble suitable for 12 mm dia (38 μμ. circ.) circ.) polyamide/polyamide rope and with swivel eye hook to suit thimble of 12mm dia fswr., al. ferrule to suit, 12%%c rope, al. ferrule to suit, 10%%c rope, 12mm. dia f.s.w.r., covered with canvas., short link roller, shackle, thimble for 10 mm dia, f.s.w.r. (open type), bow shackle, thimble for 10 dia rope (open type), thimble for 12 dia rope (open type), shackle, slip with screw, awning canvas grey shade, side ridge rope, canvassed 10mm. dia gswr, 6x37 const, (bl=42kn), centre ridge rope, canvassed 12mm. dia gswr, 6x37 const, (bl=60kn), grommet size 32 (spur tooth), saffron & white terrycotton cloth for ceremonial awning, top fitting for stay, top plate for stanchion (100 dia x 10thk.), 15 thk. stanchion lug (det. drawing shown in sht 2.), stay lug on stanchion (110 x 60 x 15 thk.), m-24 bolt & nut 65 long, horizontal tube 73.03 mm.o.d. x5.16μμ.τηκ., flange for horizontal tube (90%%c x 6mm), horizontal tube lug (70lx50wx10thk.), awning stanchion lug (70lx50w×10thk.), support plate (90-80l x 50w x 10thk), m-16 bolt & nut 65 long, awning support tube 73.03 mm.o.d. x 5.16μμ.τηκ., vertical support tube 73.03 mm.o.d. x 5.16μμ.τηκ., end flange (single side) on support bearing, (73.03 ø x5 τηκ.), bracket for vertical support tube (150 x 100 x 5thk.), awning support tube lug (80 x 50 x 5thk), vertical support tube lug (95 x 50 x 5thk), m12 bolt & nut 35 long (for joining item no 42 and 43), support bearing for awning support tube (150 long x 10thk), bracket (70 x 70 x 5thk, doubler plate (120x200x5thk.), canvas cloth for guns/weapons/machinery on deck/superstructure, foldable umbrella, retractable shade for gangway, ceremonial lifebuoys with stand, canvas covers for each and every weather deck fitting and machinery openings

CTN :45279815 Due date: 24 Jun, 202624 Jun, 2026 4.83 Lacs
Tender For bid to ras supply of supply of superstructure of small store shelter , supply of construction material , supply of electronic , supply of earthing items , supply of lightening conductor , supply of furniture items
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