Tender For Upgradation Of Road From Shiva To Gulmana (Under Ut Road Sector 2026-27)
Tender Value
57.80 Lakhs
Estimated cost
Bid Submission
07 Sep 2026
5 days left
EMD
1.15 Lakhs
Bank guarantee accepted
Document Fee
1500
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 Upgradation Of Road From Shiva To Gulmana (Under Ut Road Sector 2026-27)
BOQ
| Sl. No. | Item Description |
| 1 | (Slip Clearance) |
| 2 | In ordinary soils disposal lead upto 50 m and lift upto 1.5 m. |
| 3 | In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. |
| 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 : |
| 5 | 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: |
| 6 | All kinds of soil : |
| 7 | Ordinary Rock |
| 8 | Hard Rock (Requiring Blasting ) |
| 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: |
| 10 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 11 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 12 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 13 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)with 20% boulders |
| 14 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 16 | Foundations, footings, bases of columns etc. for mass concrete. |
| 17 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 18 | 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 |
| 19 | Dry random rubble masonry with hard stone in foundation and plinth:Without bond stone Nallah |
| 20 | Dumping stone including cost of stones. in Horizontal on level 50% and 50% earth |
| 21 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Non-pressure NP-3 class (Medium duty) R.C.C. pipes 1000 mm dia. R.C.C. pipe (laying bymanual/mechanical means) |
| 22 | 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. |
| 23 | Providing and laying weep holes 100 mm complete job |
| 24 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 25 | CARRIAGE OF MATERIALSBy Mechanical Transport including loading, unloading and stacking |
| 26 | Carriage of Sand / Dust avg. lead of 10.00 km by MT |
| 27 | Carriage of Stone aggregate 20 mm nominal size at an avg. lead of 10.00 km by MT. |
| 28 | Carriage of Stone aggregate 40 mm nominal size at an avg. lead of 10.00 km by MT. |
| 29 | Carriage of Stone avg. lead of 3.00 km by MT |
| 30 | Carriage of Excavated earth avg. lead of 1.00 km by MT Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysSep 08, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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