Tender For Restoration Of Udh Ur- Ghordi Road Km 13Th To 26Th (Under Ut Capex Permanent Restoration)
Tender Value
2.90 Crore
Estimated cost
Bid Submission
11 Sep 2026
12 days left
EMD
5.80 Lakhs
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Udhampur → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Restoration Of Udh Ur- Ghordi Road Km 13Th To 26Th (Under Ut Capex Permanent Restoration)
BOQ
| Sl. No. | Item Description |
| 1 | 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. |
| 2 | All kind of soil @80% |
| 3 | Ordinary rock @10% |
| 4 | Hard ock @10% |
| 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, esspits 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 kind of soil @80% |
| 7 | Ordinary rock @20% |
| 8 | 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, esspits 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 All kind of soil |
| 9 | Slip clearance in soils; mixed with moorum/ Kankar/ shingle/ boulders; disposal lead upto 50 m and lift upto 1.5 m |
| 10 | 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:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 11 | Providing & laying in position cement concrete of specified grade excluding the cost of centering and shuttering -- All work upto plinth level 1:3:6 (1 cement : 3 coarse sand : 6 graded stone agg. 20 mm nominal size) crushed. With 20% plums |
| 12 | 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 13 | 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 14 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone agg.) finished with a floating coat of neat cement including cement slurry, but excl. the cost of nosing of steps etc. 50 mm thick with 20 mm nominal size stone aggregate. |
| 15 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 16 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 17 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Cold twisted bars |
| 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 masonary with hard stone in foundation and plinth using Nallah stone with bond stone. |
| 20 | Dumpimg stone including cost of stones. in Horizontal on level |
| 21 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 22 | Hand packed stone filling in wire crates incl. cost of stone & wire crates size 6.00 m X1.20X1.20 G.I. wire crates having wire diameter 4 mm with mesh spacing 100 mm x 100 mm mechanically woven diagonally |
| 23 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 24 | Foundations, footings, bases of columns etc. for mass concrete |
| 25 | Wall (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 26 | Suspended floors, roofs, landings, balconies and access platforms. |
| 27 | Edges of slabs and breaks in floors and walls above 20cm |
| 28 | 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-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 29 | 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 600 mm dia. R.C.C. pipe (laying by manual/mechanical means) |
| 30 | 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. 1000 mm dia. R.C.C. pipe (laying by manual/mechanical means) |
| 31 | Providing and laying 100mm thick factory made cement concrete interlocking paver block of M-40 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge. |
| 32 | Carriage of material by M.T incl loading/unloading & stacking complete |
| 33 | Sand av lead of 30 km |
| 34 | Stone agg below 40mm nominal size av lead 18 km |
| 35 | Stone agg above 40mm nominal size av lead 18 km |
| 36 | Stone av lead 4 km |
| 37 | Disposal of mulba av lead 1 km Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 20, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 11, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysSep 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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