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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹28.0 LAdmitted-Finance | -47.45% | ₹28.0 L | L1 | Admitted-Finance |
| 2 | L2₹29.1 L+₹1.1 L (4.07%)Admitted-Finance CHUCHOT GONGMA | -45.31% | ₹29.1 L+₹1.1 L (4.07%) | L2 | Admitted-Finance |
| 3 | L3₹29.7 L+₹1.7 L (5.99%)Admitted-Finance | -44.30% | ₹29.7 L+₹1.7 L (5.99%) | L3 | Admitted-Finance |
| 4 | L4₹31.4 L+₹3.4 L (12.3%)Admitted-Finance | -41.00% | ₹31.4 L+₹3.4 L (12.3%) | L4 | Admitted-Finance |
| 5 | L5₹33.5 L+₹5.5 L (19.7%)Admitted-Finance STAKMO | -37.10% | ₹33.5 L+₹5.5 L (19.7%) | L5 | Admitted-Finance |
Tender Value
₹53.3 L
EMD Value
₹1.3 L
Closing Date
24 Apr 2026, 4:00 pmClosed
Executive Engineer Construction Division Leh
Office of the Executive Engineer Construction Division Leh
Construction of Community Hall with Compound walling at Druk Gun Changchub-Ling Chuchot Shamma (By way of Landscapping and Terracing ) Under Distt. Plan.
2026_PWD_18725_1
CDL 06 of Leh of 2026-27
Open Tender
Civil Works - Others
Percentage
90 days
leh
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,000
Executive Engineer Construction Division Leh
₹1.3 L
5 May 2026
4 Apr 2026
25 Apr 2026
4 Apr 2026
24 Apr 2026
4 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 | 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 | 5,730.38 | - |
| - | 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 | - |
| - | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | - | Cum | 220.4 | - |
| - | Dumping stone including cost of stones.
in Horizontal on level | - | Cum | 953.02 | - |
| - | 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 | - |
| - | Earth work in excavation by mechanical means (Hydraulic excavator) over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | - | Cum | 208.42 | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form work for :
Foundations, footings, bases for columns | - | Sqm | 306.15 | - |
| - | Providing and laying M.S pipe 300mm diain proper gradient by execution of trench laying of pipe properly refilling of earth for proper cushioning of pipe including carriage complete job | - | No | 27,118.64 | - |
| - | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4
(1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size). | - | Sqm | 486.19 | - |
| - | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5
m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-inCharge:
All kinds of soil | - | Sqm | 88.95 | - |
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