Tender For Construction Of 1X75 Mtr Span Motorable Bridge On Nangala Dal Road At Beeni Nallah. (Under Nabard Ridf-Xxxi For The Year 2025-26)
Tender Value
4.82 Crore
Estimated cost
Bid Submission
12 Oct 2026
19 days left
EMD
9.65 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
Kathua → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 1X75 Mtr Span Motorable Bridge On Nangala Dal Road At Beeni Nallah. (Under Nabard Ridf-Xxxi For The Year 2025-26)
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. |
| 2 | All kinds of soil =70%. |
| 3 | Ordinary rock=20%. |
| 4 | Hard rock (Blasting prohibited)=10%. |
| 5 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : |
| 6 | a) All kinds of soil =70% |
| 7 | Ordinary rock=20%. And Hard rock =10%. |
| 8 | 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) |
| 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, improvework ability without impairing strength and durability as per direction of Engineer-incharge. 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 |
| 10 | .All works upto plinth level |
| 11 | All works above plinth level upto floor V level |
| 12 | Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately. A Providing M-30 grade concrete instead of M-25 grade BMC/RMC. |
| 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 upto plinth level A) Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 15 | Providing and fixing POT cum PTFE bearing to the true line and level and in position as per drawings and BS:5400, Sec. 9.1 & 9.2 so as to impart full and even bearing on the seats and free movements / restraints as specified (250 tonnes). 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) (LMR) |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 17 | Foundations, footings, bases for columns |
| 18 | Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. |
| 19 | Suspended floors, roofs, landings, balconies and access platforms. |
| 20 | Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 21 | Columns, pillars, piers, abutments, posts and struts. |
| 22 | Edges of slabs and breaks in floors and walls,Above 20 cm wide |
| 23 | Dumping stones in horizontal i.e. on level including cost of stones. |
| 24 | Supplying, sorting and spreading of (River Bed Material) R.B.M. as per instructions of the Engineer-in-charge including all leads and lifts carriage of material by M.T. (complete job). (LMR) |
| 25 | 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. |
| 26 | 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.Riveted and bolted |
| 27 | 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 |
| 28 | 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. (LMR) |
| 29 | 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) |
| 30 | 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) |
| 31 | 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(LMR) |
| 32 | Providing and fixing CIB ( Complete Job) (LMR) |
| 33 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil =50%, ordinary rock=30% and hard rock=20%. |
| 34 | Carriage of the following materials by Mechanical Transport from source to site of work incl. loading, unloading and stacking complete :- |
| 35 | Sand for an average lead of 40 Km. |
| 36 | Stone aggregate below 40mm nominal size for an average lead of 40 Km. |
| 37 | Stone /boulders for an average lead of 1Km. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysOct 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 20 daysTender Documents
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