Tender For Construction Of 98.00 Mtrs. Span Steel Motorable Bridge At Toldi. (Under Permanent Restoration Of Bridge Sector)
Tender Value
4.80 Crore
Estimated cost
Bid Submission
28 Jul 2026
15 days left
EMD
9.61 Lakhs
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Udhampur → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 98.00 Mtrs. Span Steel Motorable Bridge At Toldi. (Under Permanent Restoration Of Bridge Sector)
BOQ
| Sl. No. | Item Description |
| 1 | Through Type Steel Truss Motorable Bridge Earth work in bulk excavation by mechanical means (hydraulic excavator) over area ( exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan), including disposal of surplus excavated earth as directed, within a lead of 50 metres and lift upto 1.50 mtr as directed by engineer in charge in All kinds of soils |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over area ( exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan), including disposal of surplus excavated earth as directed, within a lead of 50 metres and lift upto 1.50 mtr as directed by engineer in charge in Ordinary Rocks |
| 3 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over area ( exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan), including disposal of surplus excavated earth as directed, within a lead of 50 metres and lift upto 1.50 mtr as directed by engineer in charge in Hard Rocks |
| 4 | Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil: |
| 5 | 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 6 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 7 | 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 40 mm nominal size) |
| 8 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works upto plinth level. |
| 9 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works above Plinth level. |
| 10 | Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately, Providing M-30 grade concrete instead of M-25 grade BMC/RMC. ( Note:- Cement content considered in M-30 is @ 340 kg/cum) |
| 11 | Providing M-35 grade concrete instead of M-25 grade BMC/RMC. (Note : Cement content considered in M-35 is @ 350 kg/cum). |
| 12 | Providing M-40 grade concrete instead of M-25 grade BMC/RMC. (Note : Cement content considered in M-40 is @ 360 kg/cum) |
| 13 | Add or deduct for using more or less cement in the items of design mix over and above the specified cement content therein. |
| 14 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete at all levels:- Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 15 | PROVIDING AND FIXING ELASTOMERIC BEARINGS AS PER DESIGN AND DRAWING ,ELASTOMERIC BEARING DETAILS:- 1. BEARING SIZE - 400 MM X 630 MM X 78 MM THICK 2. STEEL LAMINATE PLATES -5 No. OF 620X390X4 MM THICK 3. INTERNAL ELASTOMER PADS - 4 No. OF 630X400X12 MM 4. COVER/OUTER ELASTOMER PAD - 5 MM THICK |
| 16 | Formwork : - Centering and shuttering including strutting, propping, etc and removal of form work for foundations , footings ,bases of columns etc. |
| 17 | Centering and shuttering including strutting, propping, etc. and removal of form work for Wall any thickness including attached pillasters, buttresses , plinth and string courses etc. |
| 18 | Centering and shuttering including strutting, propping, etc. and removal of form work for suspended floors, slabs,etc. |
| 19 | Centering and shuttering including strutting, propping, etc. and removal of form work for beams etc. |
| 20 | Centering and shuttering including strutting, propping, etc. and removal of form work for columns ,pillars ,piers etc. |
| 21 | Centering and shuttering including strutting, propping, etc. and removal of form for Edges of Slabs and breaks in floors and walls .under 20 cm wide |
| 22 | Supply and filling of Nallah Muck or second class quarry stones as filter media behind abuts etc including proper consolidation and all other carriage complete |
| 23 | Filling available excavated earth (excluding rock ) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth, consolifating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m |
| 24 | Structural Steel Work in built up sections, trusses and framed work,including cutting,hoisting,fixing inposition and applyinga primingcoat of approvedsteel primerall complete Rivetted and Bolted. |
| 25 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc complete On steel work |
| 26 | Providing & fixing 100 mm dia PVC Pipes for weep holes in cement concrete wall / return wall of make PRINCE or equivalent, extending through the full width of the structure at mid height of wall and @ 1 metre spacing with slope of 1 V : 20 H as per direction of engineers in charge incuding all carraiges. |
| 27 | Providing and fitting Drainage Spouts complete as per drawing and Technical specifications and as directed by the Engineer-in-charge. Including cost and carriage of all materials from approved source to site, with all leads and lifts and octori etc complete job (Finished work to be measured) |
| 28 | Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade. |
| 29 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density) |
| 30 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.82.2 With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 31 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge |
| 32 | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. 16.39.1 With rapid setting bitumen emulsion On W.B.M. /W.M.M. @ 0.4 Kg/sqm. |
| 33 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge, 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.) |
| 34 | Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 16.64.1 25 mm compacted thickness with bitumen of grade VG- 30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity |
| 35 | Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 36 | Providing and erecting a single side W-beam metal crash Barrier comprising of 3 mm thick corrugated sheet metal beam rail fixed 700 mm above ground / ground level/ on ISMC series vertical post and spacer both 5 mm thick having channel section 150 mm X 75 mm, the post to mm mm centre to centre. 1800 mm high 1100 mm be spaced 2000 mm centre to centre, 1800 mm h mm x 400 m x 1100 mm size p embedded in ground with M-15 grade concrete 400 mm x 400 m x 1100 mm size pit, allsteel 1800 mm high, 1100 mm below ground/ road level parts and fitments to be galvanized by hot dip di process, process, all fittings fittings (bolts, (bolts, nuts,ts, washers) confirming to IS 1367 an IS 1364, complete as per MORTH specification clause lete as per MORTH specification clause 810 including all leads, lifts and carriages of materials by MT complete inclusive of all the tax |
| 37 | Providing and laying of an elastomeric slab strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation complete as per Technical specifications and as directed by the Engineer-in-charge. Including cost and carriage of all materials from approved source to site, with all leads and lifts and octori etc complete job (Finished work to be measured) as per technical specifications Clause 1207.2.5 |
| 38 | Carriage of material by mechanical transport including loading ,unloading and stacking completed sand lead up to 70.00 km |
| 39 | Carriage of material by mechanical transport including loading ,unloading and stacking completed stone aggregate below 40 mm lead up to 20.00 km |
| 40 | Carriage of material by mechanical transport including loading ,unloading and stacking completed stone aggregate above 40 mm lead up to 20.00 km |
| 41 | Carriage of material by mechanical transport including loading ,unloading and stacking completed stone lead up to 10.00 kms. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysJul 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 daysTender Documents
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