Tender For Special Repair To Bldg No P-170 At Bb Cantt, Srinagar In The Aor Of Age B/R-Ii Under Ge 864 Ews
Tender Value
52 Lakhs
Estimated cost
Bid Submission
26 Aug 2026
2 days left
EMD
1.03 Lakhs
Bank guarantee accepted
Document Fee
1000
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 Special Repair To Bldg No P-170 At Bb Cantt, Srinagar In The Aor Of Age B/R-Ii Under Ge 864 Ews
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 11-Aug-2026 | BOQ | BOQ | 19-Aug-2026 |
| 2 | 19-Aug-2026 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 26-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Scarifying of picking gravelled, macadam or bituminous macadam surface, exc. 50mm and not exc. 100mm deep in area exc 400 Sqm complete all as specified and directed. |
| 2 | M&L 7.5 cm thick (compacted thickness) WBM with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread rolled and consolidated to gradient and camber required (type of aggregate granite, trap or basalt) complete all as specified and directed. |
| 3 | All as per Srl item No 2 here-in-before but except material complete all as specified and directed.Note: Aggregate retrieved from ser item No 1 shall be reused. |
| 4 | M&L for repair to pot holes any depth n.exc 1 Sqm each including sweeping free from dust and mud, water, scoring sunked surface in road, path etc., cutting around edge at least 25mm in depth making good by applying tack coat @ 5 kg per 10 sq m, putting in premixed bituminous macadam, well rammed and sealed with 5.5% binder content ( VG-30) blinded with 0.09 cum of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings) depth of potholes exc 30 mm rolled and compacted to required camber and gradient with 8 to 10 tonne power roller, complete all as specified and directed. |
| 5 | M&L for preparation of existing black top surface by brushing with wire brush for removing cake mud etc. sweeping with brooms and finally fanning cleaned surface with gunny bags to remove the all loose dirt etc. complete all as specified and directed. |
| 6 | M&L for marking 2.5 mm thick centre line, stop line, dashes, arrows, brackets & similar work on road surfaces as per IRC pattern with thermo plastic paint of approved quality & make with 8% glass beads laid at temperature 160 C with a special applicator machine & traffic diversion arrangement without any extra cost complete all as specified and directed. Make-CMS Bombay/Shivalik Prime-Chandigarh/Ritacto-Meerut/SN Industries-Delhi |
| 7 | M&L for preparing WBM surface by brushing with wire brushes for removing caked, mud etc. sweeping with brooms and finally fanning cleaned surface with gunny bags to remove all loose dirt and applying evenly priming tack coat with bitumen primer of paving bitumen (VG-30) @ 10 Kgs/10 Sqm complete all as specified and directed. |
| 8 | M&L for applying evenly a tack coat/priming coat with bituminous (VG-30) primer @ at 5 Kg per 10 sqm using paving bitumen with mechanical sprayer over black top surfaces, complete all as specified and directed by Engineer-in-Charge. |
| 9 | M&L for applying evenly a tack coat/priming coat with bituminous primer @ at 3 Kg per 10 sqm using VG 10 paving bitumen with mechanical sprayer over black top surfaces, complete all as specified and directed by Engineer-in-Charge. |
| 10 | M&L for applying evenly a priming / tack coat on existing black top surfaces with paving bituminous primer at 10 Kg per 10 Sqm tar - boiler complete all as specified and directed by Engr - in - Charge. |
| 11 | Supply and laying semi dense asphaltic concrete (design mix) 30mm consolidated thickness with binder content VG 30 @ 5.50% by weight of total mix using 2% cement OPC 43 grade by weight total mix as filler material, laying with mechanical paver finisher, rolled and compacted with power roller exc 8 tonne but not exc 12 tonne capacity to required camber and gradient complete all as specified and directed by Engineer-in-Charge. |
| 12 | M&L for bituminous premix asphaltic semi- dense concrete 30mm consolidated thickness with 5.5% paving bitumen bitumen binder content by weight of total mix rolled and compacted to required camber and gradient complete all as specified and directed by Engr - in - Charge. |
| 13 | M&L premix bituminous premix semi dense asphaltic concrete, 30 mm thick consolidated thickness with 5.5% binder content of paving bitumen (VG-30) by wt of total mix and mixed in fully auto hot mix plant and laid with mechanical paver roller and compacted to required camber and gradient with 8 to 10 tonne power roller complete all as specified and directed. Please Enable Macros to View BoQ information |
| 14 | M&L premix bituminous premix semi dense asphaltic concrete, 30 mm thick consolidated thickness with 5.5% binder content of paving bitumen (VG-30) by wt of total mix and mixed in fully auto hot mix plant and laid with mechanical paver roller and compacted to required camber and gradient with 8 to 10 tonne power roller complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 19, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 19, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Aug 26, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 2 daysAug 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysSep 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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