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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹85.7 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹95.7 L+₹10.0 L (11.7%)Admitted-Finance MUDH LEH | LEH LADAKH | LADAKH | 194101 | L2 | Admitted-Finance | ||
| 3 | L3₹1.0 Cr+₹17.1 L (19.9%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹1.2 Cr+₹29.9 L (34.9%)Admitted-Finance LEH | LEH LADAKH | LADAKH | 194001 | L4 | Admitted-Finance | ||
| 5 | L5₹1.2 Cr+₹36.3 L (42.4%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
5 Mar 2026, 4:00 pmClosed
Executive Engineer PWD Rnb division Leh
Office of the Executive Engineer Rnb division Leh
Construction of link road towards Takshitang Khagshal Leh
2026_PWD_18433_1
E Tender 193 of R and B Division Leh
Open Tender
Civil Works - Others
Percentage
365 days
Leh
Please refer Tender documents.
9 documents required · 9 mandatory
₹3,000
Office of the Executive Engineer Rnb division Leh
₹2.6 L
9 Mar 2026
3 Feb 2026
7 Mar 2026
3 Feb 2026
5 Mar 2026
3 Feb 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 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 70% | 532.49 | cum | 208.42 | ₹1,10,981.57 |
| - | Hard rock (Blasting Prohibited) 30% | 228.21 | cum | 1,095.42 | ₹2,49,985.8 |
| - | 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. | 1,188.4 | cum | 220.4 | ₹2,61,923.36 |
| - | Dumping stone excluding cost of stones in Horizontal on level. | 147.16 | cum | 232.68 | ₹34,241.19 |
| - | 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) | 147.16 | cum | 5,725.33 | ₹8,42,539.56 |
| - | Providing and laying in position cement concrete of specified grade excluding the
cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded
stone aggregate 20 mm nominal size derived from natural sources) | 301.38 | cum | 7,993.55 | ₹24,09,096.1 |
| - | Centering and shuttering including strutting, propping etc. and removal of form
work for :
Foundations, footings, bases for columns | 2,052 | sqm | 306.15 | ₹6,28,219.8 |
| - | 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) | 478.9 | cum | 5,730.38 | ₹27,44,278.98 |
| - | Banking excavated earth in layers not exceeding 20 cm 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, in embankments for roads, flood banks, marginal banks, and guide
banks etc., lead upto 50 m and lift upto 1.5 m :
All kinds of soil | 1,020 | cum | 453.81 | ₹4,62,886.2 |
| - | Construction of granular sub-base by providing close graded Material conforming
to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed
material by tippers to work site, for all leads & lifts, spreading in uniform layers of
specified thickness with motor grader on prepared surface and compacting with
vibratory power roller to achieve the desired density, complete as per
specifications and directions of Engineer-in-Charge.
With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR
Value-30 | - | cum | 1,634.17 | - |
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