Tender For Permanent Restoration Of Bijarni Lal Draman Road Km 2Nd, 3Rd, 5Th And 6Th Rd (90-600).
Tender Value
50 Lakhs
Estimated cost
Bid Submission
09 Jul 2026
1 days left
EMD
1 Lakhs
Bank guarantee accepted
Document Fee
600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Doda → Jammu and Kashmir
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Permanent Restoration Of Bijarni Lal Draman Road Km 2Nd, 3Rd, 5Th And 6Th Rd (90-600).
BOQ
| Sl. No. | Item Description |
| 1 | SLIP CLEARANCE |
| 2 | In ordinary soils (70%) |
| 3 | In soils; mixed with moorum/Kankar/shingle/boulders; (30%) |
| 4 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: |
| 5 | All kinds of soil : |
| 6 | Ordinary Rock |
| 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: |
| 8 | 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 9 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 10 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size). |
| 11 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 12 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 20% Boulder. |
| 13 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 14 | Providing and laying in position specified grade of reinforced cement concrete includingcuring but excluding the cost of centering, shuttering, finishing and reinforcement. Allworks upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 17 | Foundations, footings, bases of columns etc. for mass concrete. |
| 18 | Suspended floors, roofs, landings, balconies and access platforms. |
| 19 | Edges of slabs and breaks in floors and walls Above 20 cm wide |
| 20 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) (Nallah) |
| 21 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone (Nallah) |
| 22 | Hand packed stone filling in horizontal on level including cost of stone. |
| 23 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc.complete. 50 mm thick with 20mm nominal size stone aggregate. |
| 24 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0mm, mechanically dged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge. |
| 25 | CARRIAGE OF MATERIALSBy Mechanical Transport including loading, unloading and stacking |
| 26 | Carriage of Stone avg. lead of 04 km by MT |
| 27 | Carriage of Sand / Dust avg. lead of 32.00 km by MT |
| 28 | Carriage of stone aggregate below 40 mm nominal size at an avg. lead of 32.00 km by MT |
| 29 | Carriage of Stone aggregate 40 mm nominal size and above at an avg. lead of 32.00 km by MT. |
| 30 | Carriage of Excavated Earth/Earth at an avg. lead of 2.00 km by MT. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 19, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 09, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayJul 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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