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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.7 LAdmitted-Finance | -36.89% | ₹4.7 L | L1 | Admitted-Finance |
| 2 | L2₹5.4 L+₹66,329.01 (14.1%)Admitted-Finance | -28.00% | ₹5.4 L+₹66,329.01 (14.1%) | L2 | Admitted-Finance |
| 3 | L3₹5.5 L+₹81,242.04 (17.3%)Admitted-Finance | -26.00% | ₹5.5 L+₹81,242.04 (17.3%) | L3 | Admitted-Finance |
| 4 | L4₹7.1 L+₹2.4 L (50.5%)Admitted-Finance | -5.00% | ₹7.1 L+₹2.4 L (50.5%) | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹14,920
Closing Date
17 Apr 2026, 4:00 pmClosed
XEN Kishtwar
Office of the XEN Kishtwar
Restoration of Gurian to Poochal road by way of construction of R/wall in Km 4th RD(575-650), B/wall in Km 3rd RD(800-950)
2026_JKRRD_147237_4
ENIT No 02 of PMGSY Kishtwar, Dated- 09-04-2026
Open Tender
CIVIL
Percentage
Kishtwar
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PMGSY DIvision Kishtwar
₹14,920
25 Apr 2026
9 Apr 2026
18 Apr 2026
9 Apr 2026
17 Apr 2026
9 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Earth work in excavation by manual means 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:All kinds of soil | - | cum | - | - |
| - | 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) | - | cum | - | - |
| - | 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) | - | cum | - | - |
| - | Dry random rubble masonry with hard stone in foundation and plinth without bond stone | - | cum | - | - |
| - | 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 | - | Sqm | - | - |
| - | Hand packed stone filling in horizontal level including cost of stone | - | cum | - | - |
| - | Carriage of stone at an average distance of 12km by MT | - | cum | - | - |
| - | Carriage of sand at an average distance of 15km by MT | - | cum | - | - |
| - | Carriage of stone aggregate at an average distance of 13Km by MT | - | cum | - | - |
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