Tender For Advertized Rate List /Bill Of Quantities For Bridge From Drangbal To Khanpora (Under Bridge Sector Of Capex Budget 2026-27)
Tender Value
12.46 Crore
Estimated cost
Bid Submission
16 Nov 2026
15 days left
EMD
24.93 Lakhs
Bank guarantee accepted
Document Fee
11000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Baramulla → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Advertized Rate List /Bill Of Quantities For Bridge From Drangbal To Khanpora (Under Bridge Sector Of Capex Budget 2026-27)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 27-Oct-2026 | Drawing | Other | 16-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | FOUNDATION & SUB-STRUCTURE |
| 2 | 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 |
| 3 | Dewatering of trenches during execution of work incl. diversion of Nallah |
| 4 | 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 concreteAbutment (02No)Test Pile |
| 5 | 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) |
| 6 | Chipping of pile heads by manual/mechanical means ind. disposal of unserviceable materials |
| 7 | Removing loose soil and replacing it by sand, moorum of approved granular material to achieve desired foundation depth. |
| 8 | Abuts |
| 9 | 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) |
| 10 | Abuts |
| 11 | 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 |
| 12 | 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 |
| 13 | Supply and placing in position MS Curting Edge of required shape and size |
| 14 | 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 |
| 15 | Sinking of 8 metre external diametre well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level (a) Upto 3 metre (b) 3m to 10m (c) 10m to 20m (d) Beyond 20m upto 30m |
| 16 | upto 3 metre |
| 17 | 3m to 10m |
| 18 | 10m to 20m |
| 19 | Supply and Filling of granular material inside cassions including all leads, lifts and carriages complete |
| 20 | 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. |
| 21 | 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. |
| 22 | 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. |
| 23 | 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 |
| 24 | Backfilling and compaction in layers after comBack filling behind abutment,approaches to the level of approach slabs with approved selected boulders/ Granular material brought from approved source incl. all carriages of materials involved the site of work incl. spreading in layers not exceeding 200mm thickness, watering ,consolidating with vibrating compactors, incl. provision of filter media of not less than 600mm width as per techinical specification clause 2504.22 of MORTH specification and all incidentals complete pletion of raft to form embankment, slope, etc. |
| 25 | \\"Test boring up to 30m or appropriate depth at abutment and pier locations consisting of collecting required number of disturbed and undisturbed soil samples for laboratory tests samples to be collected at 1.5m intervals or at every change of soil strata whichever is earlier, carrying out dynamic and standard penetration test as required based on type of soil encountered as per IRC-78-1983, including field vane shear test if called for and conducting soil tests as per appendix 2 of IRC 78, for evaluation of soil properties and relating with field test.\\" |
| 26 | SUPERSTRUCTURE. |
| 27 | Providing and fixing of POT PTFE Bearings over pedetsals complete job. |
| 28 | Providing and fixing of Elastomeric Bearings over reaction blocks, complete job. |
| 29 | Steel Girders, Deck Slab etc. Structural Steel Providing and fixing structural steel of grade-350 in Steel truss girders, cross beams stringers, and bracing etc., as per structural details complete including welding.(As per Details) |
| 30 | Providing and laying of controlled cement concrete of M30 Grade using 20 mm down aggregate in two end spans and Deck Slab for remaining length consolidated and cured complete but excluding cost of necessary formwork /shuttering and cost of reinforcement.Incl. all carriages complete. |
| 31 | Reinforcing Steel Providing and fixing in position HYSD reinforcement of grade Fe-500 including fabrication, laying and binding with 18 gauge annealed steel wire, in Deck Slab and wheel guard/Kerbs. |
| 32 | Supply and Applying two coats of superior paint to all exposed surfaces of structural steel. |
| 33 | Providing and fixing exposed quality shuttering in Deck slab, wheel guards etc. |
| 34 | Miscellaneous Items Providing and fixing in position expansion joints complete with U-strip made from 24 gauge copper strip. MS angles with welded anchors and MS top plate bolts/nuts etc. complete as per MOST standard drawing. |
| 35 | Providing and filling of approved quality bitumen mastic sealant in expansion joints wherever necessary, prepared and applied as directed Including all incidental work complete. |
| 36 | Providing and fixing in position of rain water collection boxes with pipe outlets (RWCB Type 2) partly in MS sections and cast iron complete as per details (MS angle frame with anchors to be cast in position along with deck slab for seating and fixing of RWCB) |
| 37 | Providing consultancy services with all working drawings,structural design, to be approved by Third Party Registered by the competent authority. @1.098% of project cost Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 27, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 16, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 15 daysNov 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysTender Documents
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