Tender For Construction Of Bridge Over Nallah Sindh At Sumbal.
Tender Value
2.94 Crore
Estimated cost
Bid Submission
07 Sep 2026
8 days left
EMD
5.89 Lakhs
Bank guarantee accepted
Document Fee
5500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ganderbal → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Bridge Over Nallah Sindh At Sumbal.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 29-Aug-2026 | extension of Date | Date | 07-Sep-2026 |
| 2 | 29-Aug-2026 | corrigendium addendum | Technical Bid | 07-Sep-2026 |
| 3 | 29-Aug-2026 | corrigendium | Technical Bid | 07-Sep-2026 |
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. Ordinary Rock |
| 2 | Providing and Laying of Stone Soling hand packed including ramming, dressing and watering etc. with all cost and carriage of materials upto site of work complete. |
| 3 | 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. |
| 4 | 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) |
| 5 | 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-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. All works above plinth level upto floor V level |
| 6 | 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. |
| 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 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms. |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more including loading, unloading and carriage of material upto site of work complete. |
| 12 | Providing and filling in position bitumen mix filler of Proportion 80 kg of hot bitumen, 1 kg of cement and 0.25 cubic meter of coarse sand for expansion joints. |
| 13 | Providing and fixing of 100mm dia PVC pipes (B-Type) so as to act as weep holes in cement concrete including cutting and placing in position complete as per the directions of Incharge Engineer. |
| 14 | Providing, Fixing and Installation in position of elastomeric neoprene bearing at free ends of Plate Girder over abutement and piers locations as per drawings which shall include the following: i) Cost of bearing, assembly, transportation, erection and Installation to level and position, provision for necessary pockets in pedestals lugs inserts as required and grouting of same as directed after installation. ii) All necessary labour and material required for temporary supports and structure locking bearing in position during construction and releasing of the same on completion of units as required in the drawings. iii) Providing of epoxy mortar for levelling and seating including, application of two or more coats of protective anti-corrosive epoxy based paint on exposed steel section of bearings assembly, greasing/ lubrication of moving parts etc as required on completion of Installaion. |
| 15 | Providing, fixing and Installation of heavy duty M.S water sprouts/ drainage sprouts incuding all necessary fittings/ fixtures and cutting and making good through RCC, jointing with approved sealing and providing iron gratings as per the design and directions of Incharge Engineer. |
| 16 | Engagement of crane for launcing of bridge beams and other necessary works wherever required as desired by EIC etc complete. |
| 17 | Providing and Applying of 6 mm plaster including curing on cement concrete or reinforced cement concretework with white cement based polymer modified self curing mortar of approved make as per the direction of Engineer-In-Charge. |
| 18 | Providing and laying design mix cement concrete of M-30 grade ( Cement concrete prepared with batch mixing machine ) in roads/taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, leveling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in- charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to ,be paid separately). Note:-Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. |
| 19 | Finishing with Deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers’ specifications: Painting steel work with deluxe multi surface paint of required shade to give an even shade. Two or more coats applied @ 0.90litre/10sqm over an under coat of primer applied @ 0.80litre/10sqm of approved brand and manufacture |
| 20 | Structural steel work (welded) in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer and carriage of materials upto site all complete. |
| 21 | Dismantling old protection work including cutting of crates and stacking of stones. |
| 22 | Diversion of Nallah during execution of work including disposal of materials complete job. (complete detials to be provided to divisional office at time of billing with photographs during execution of work and payment to be made as per actual). |
| 23 | Providing and fixing of Inaugural and foundation stone in brick work with 12mm plaster and paint with Grainate sinage and engraving of letters/ logos/ all details as required etc all complete as per the directions of Inhcarge Engineer. |
| 24 | Carriage of materials from approved source to site of work complete. |
| 25 | Sand for an average lead of 30Kms. |
| 26 | Stone Aggregate for an average lead of 10Kms Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 29, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 07, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 8 days
Sep 07, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 8 days
Sep 07, 2026
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 8 daysSep 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysSep 08, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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