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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹18.7 LAdmitted-Finance | -60.60% | ₹18.7 L | L1 | Admitted-Finance |
| 2 | L2₹21.0 LAdmitted-Finance | -55.73% | ₹21.0 L | L2 | Admitted-Finance |
| 3 | L3₹21.1 LAdmitted-Finance | -55.50% | ₹21.1 L | L3 | Admitted-Finance |
| 4 | L4₹22.0 LAdmitted-Finance | -53.47% | ₹22.0 L | L4 | Admitted-Finance |
| 5 | L5₹24.3 LAdmitted-Finance | -48.60% | ₹24.3 L | L5 | Admitted-Finance |
Tender Value
₹47.3 L
EMD Value
₹94,660
Closing Date
17 Aug 2026, 4:00 pmClosed
Er. Shakti Kumar Raina
Executive Engineer PMGSY Division Chhatroo
Permanent Restoration of Road from Udil Gujran to Batwari, Package No. JK04-258, under SASCI-I
2026_JKRRD_148824_1
e NIT No. PMGSY/CHD/02 of 2026-27 Dated 27-07-2026
Open Tender
Civil Works - Roads
Percentage
60 days
Chatroo kishtwar
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
₹94,660
Yes
3 Sept 2026
27 Jul 2026
18 Aug 2026
27 Jul 2026
17 Aug 2026
27 Jul 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 |
|---|---|---|---|---|---|
| 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.(All kinds of soil and O.R ) | 785.7 | Cu.m | 327.84 | ₹2,57,583.89 |
| 2 | 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) | 33 | Cu.m | 5,733.6 | ₹1,89,208.8 |
| 3 | 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 andcuring complete with:Cement mortar 1:6 (1 Cement : 6 coarse sand) | 521 | Cu.m | 5,402.9 | ₹28,14,910.9 |
| 4 | Dry random rubble masonry with hard stone in foundation and plinth:Without bond stone | 250.49 | Cu.m | 2,793.8 | ₹6,99,818.96 |
| 5 | 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 | 118.8 | Sqm | 416.5 | ₹49,480.2 |
| 6 | Back Filling behind R/walls, Edge Wall etc with approved material (Stone) including cost of material | 16.5 | Cu.m | 1,174.45 | ₹19,378.43 |
| 7 | Slip Clearance from road with a disposal lead of 50m and lift 1.5m in soil mixed with moorum/Kankar/Single/boulders | 877.5 | Cu.m | 331.15 | ₹2,90,584.13 |
| 8 | Disposal of Mulba/Earth at an avegrage distance of 1 Km by MT | 614.25 | Cu.m | 160.93 | ₹98,851.25 |
| 9 | Carriage of material by M.T from source to site of work incl. loading, unloading etc | - | - | - | - |
| 10 | Carriage of sand at an av. distance of 30 km by M.T | - | Cu.m | 520.34 | - |
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