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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.5 LAdmitted-Finance | -27.50% | ₹2.5 L | L1 | Admitted-Finance |
| 2 | L2₹2.6 L+₹8,618.58 (3.45%)Admitted-Finance | -25.00% | ₹2.6 L+₹8,618.58 (3.45%) | L2 | Admitted-Finance |
| 3 | L3₹2.8 L+₹28,096.58 (11.2%)Admitted-Finance | -19.35% | ₹2.8 L+₹28,096.58 (11.2%) | L3 | Admitted-Finance |
| 4 | L4₹3.0 L+₹49,987.79 (20.0%)Admitted-Finance SKINDYANG | -13.00% | ₹3.0 L+₹49,987.79 (20.0%) | L4 | Admitted-Finance |
| 5 | L5₹3.0 L+₹53,435.22 (21.4%)Admitted-Finance | -12.00% | ₹3.0 L+₹53,435.22 (21.4%) | L5 | Admitted-Finance |
Tender Value
₹3.4 L
EMD Value
₹8,120
Closing Date
12 May 2026, 4:00 pmClosed
Executive Engineer construction division Leh.
Executive Engineer construction division Leh.
Construction of Spectator stand at MS Ayu Saboo Futsal Court. (Under Maintenance )
2026_PWD_18820_1
CDL 24 of Leh of 2026-2
Open Tender
Civil Works - Others
Percentage
30 days
Leh
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
Executive Engineer construction division Leh.
₹8,120
27 May 2026
22 Apr 2026
13 May 2026
23 Apr 2026
12 May 2026
23 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 |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30cm in depth, 1.5min width as well as 10sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by Engineer-in-charge.
All kinds of soil. | - | Cum | 208.42 | - |
| 2 | Dry stone pitching (any thickness) excluding cost of stones.
On Horizontal | - | Cum | 953.03 | - |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | Cum | 5,725.33 | - |
| 4 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement :6 coarse sand: 12 graded stone aggregate 20 mm nominal size) upto plinth level with :
Cement mortar 1:6 (1 cement : 6 coarse sand) | - | Cum | 5,730.39 | - |
| 5 | Random rubble masonry with hard stone laid dry in foundation, plinth & walls Laid with bond stone | - | Cum | 4,062.25 | - |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | - | Cum | 6,606.08 | - |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for
a) Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | 306.15 | - |
| 8 | Preparation and consolidation of subgrade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the subgrade and disposal of surplus earth with lead upto 50 metres. | - | Sqm | 155.37 | - |
| 9 | 15 mm cement plaster on rough side of single or half brick wall of mix:
1:4 (1 cement: 4 coarse sand) | - | Sqm | 359.59 | - |
| 10 | Providing and fixing hand rail of approved size etc to steel ladder railing balcony railing MS tube/MS pipe railing with vertical balusters or MS + Mesh | - | Rft | 1,016.95 | - |
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