Bridge from Drangbal to Khanpora
Chief Engineer North Kashmir · Baramulla, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹12.5Cr
- EMD: ₹24.9L
- Published: 24 Oct 2026
- Closing date: 16 Nov 2026
- Status: open
- Status as of: 04 Nov 2026 05:10 UTC
- Department: Public Works Department
- Office: Baramulla Division
Description
Construction of a bridge from Drangbal to Khanpora under the Bridge sector of the 2026-27 capex budget, including foundation and sub-structure, superstructure, structural steel, concrete, reinforcement, bearings, and associated works.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (33)
- 2 — Qty: 3 4
- 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 — Qty: 1790.8 Cum
- Dewatering of trenches during execution of work incl. diversion of Nallah — Qty: 4 LS
- Boring, providing and installing bored cast-in-situ reinforced cement concrete pileofspecified grade concrete mix, diameter and length below the pile cap,to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of concrete and cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embeded in the pile cap etc. all complete including removal of excavated earth with all lifts and leads(Length of pile for payment Shall be measured from top of shoe to the bottom of pile cap) By percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete or By Crawler mounted, telescopic boom hydraulic pilling Rig all complete 1200 mm dia piles M-35 grade concrete Abutment (02No) Test Pile — Qty: 340 RM
- Conducting vertical load test as per IRC specification on specified pile with total test load of 150 tons and loading arrangement of 300 tons for tests pile and (a test load of 150 tons and loading arrangement of 225 tons for working pile) to be applied in stages including all necessary arrangement for suitable platform loading arrangement with sand /bajri bags or any other approved means including equipments for load transfer instruments in sufficient number to record the settlement due to test loading /unloading after test and also including dismentalling/ centering away of plate form after test and all other inc icidentals complete. a) Test pile 1.No (300 ton) b) Working Pile 1 No (225 ton) — Qty: 1 No
- Chipping of pile heads by manual/mechanical means ind. disposal of unserviceable materials — Qty: 17 No
- Abuts — Qty: 28.9 Cum
- Abuts — Qty: 14.4 Cum
- Making of Islands for 8m diameter well foundation by driving of timber poles to the required depth and height and filling of the same by second class sand including all leads, lifts and carriages complete as well as cost of timber poles — Qty: 2 No
- Making of gangway between islands for transport of men and material to the islands including supply and driving of timber poles through Nallah or River bed — Qty: 150 Sqm
- Supply and placing in position MS Curting Edge of required shape and size — Qty: 3 MT
- Providing and laying of Controlled cement concrete of M-35 grade using 20mm down aggregate in Well Steining and Well Curb consolidated and cured complete but excluding cost of necessary formwork shuttering and cost of reinforcement ind. all carmages complete — Qty: 1348.94 Cum
- upto 3 metre — Qty: 6 RM
- 3m to 10m — Qty: 14 RM
- 10m to 20m — Qty: 20 RM
- Supply and Filling of granular material inside cassions including all leads, lifts and carriages complete — Qty: 949.85 Cum
- Providing and laying of Controlled cement concrete of M-25 grade with 10% extra cement using 20mm down aggregate in Bottom and Intermediate Plugs of Well Foundation consolidated and cured complete but excluding cost of necessary formwork /shuttering and cost of reinforcement Incl. all carriages complete. — Qty: 171.92 Cum
- Providing and laying of Controlled cement concrete of M-35 grade using 20mm down aggregate in Pier and Abutment shafts, Caps and Dirt Walls consolidated and cured complete but excluding cost of necessary formwork /shuttering and cost of reinforcement Incl. all carriages complete. — Qty: 889.22 Cum
- Reinforcing steel: Providing and fixing in position HYSD bar reinforcement of grade Fe-500D conforming to IS:1786 as per technical drawing including fabrication, spot welding if required, laying and binding with 18gauge annealed steel wire, in foundations, abutments, pier, caps, pedestals, return walls, dirt walls, approach slabs, approach walls etc. — Qty: 284013.9 Kg
- Centering and shuttering including strutting, Providing and fixing in position necessary form work/ shuttring of Kitply in abutment / Pier walls, abutment / Pier caps and dirt walls, approach walls etc, incl. propping with all fittings and fixtures complete job. propping etc. and removal of form work — Qty: 2945.6 Sqm
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