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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹43.7 LAdmitted-Finance PHYANG LEH | LEH LADAKH | LADAKH | 194101 | -39.70% | ₹43.7 L | L1 | Admitted-Finance |
| 2 | L2₹50.1 L+₹6.3 L (14.4%)Admitted-Finance | -31.00% | ₹50.1 L+₹6.3 L (14.4%) | L2 | Admitted-Finance |
| 3 | L3₹54.4 L+₹10.7 L (24.4%)Admitted-Finance | -25.00% | ₹54.4 L+₹10.7 L (24.4%) | L3 | Admitted-Finance |
| 4 | L4₹55.1 L+₹11.4 L (26.0%)Admitted-Finance R O CHUCHOT LEH LADAKH UT | -24.00% | ₹55.1 L+₹11.4 L (26.0%) | L4 | Admitted-Finance |
| 5 | L5₹58.0 L+₹14.3 L (32.7%)Admitted-Finance | -20.00% | ₹58.0 L+₹14.3 L (32.7%) | L5 | Admitted-Finance |
Tender Value
₹72.5 L
EMD Value
₹1.7 L
Closing Date
8 Apr 2026, 4:00 pmClosed
Executive Engineer Construction Division Leh
Office of the Executive Engineer Construction Division Leh
Improvemet/Upgradation and Extension of Igoo Road L- 2.30Km (Under District Plan)
2026_PWD_18654_1
186 of CDL Leh of 2025-26
Open Tender
Civil Works - Roads
Percentage
120 days
leh
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,000
Executive Engineer Construction Division Leh
₹1.7 L
5 May 2026
18 Mar 2026
9 Apr 2026
19 Mar 2026
8 Apr 2026
19 Mar 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) in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift upto1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil. | - | Cum | 278.09 | - |
| - | Dumping stone including cost of stones.
in Horizontal on level | - | Cum | 953.03 | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a) 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 | - |
| - | b) 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | - | Cum | 6,417.78 | - |
| - | 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) A) Full Rate. | - | Cum | 5,730.39 | - |
| - | 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) B) Labour Rate. | - | Cum | 4,882.93 | - |
| - | Random rubble masonry with hard stone laid dry in foundation, plinth & walls Laid with bond stone | - | Cum | 4,062.25 | - |
| - | Providing and laying of MS pipe 300mm dia for cross drainage including trench cutting laying the pipe in proper position refilling the excavated earth and disposal of surplus excavated earth including carriage all complete job | - | Nos. | 27,118.64 | - |
| - | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) ncluding manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate 20mm nominal size including (Recycled Concrete Aggregate (RCA) upto 25%)) | - | Sqm | 512.55 | - |
| - | Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller,or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, inembankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m :
All kinds of soil | - | Cum | 453.81 | - |
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