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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹19.3 CrAdmitted-Finance R O DISKIT | LEH LADAKH | LADAKH | 194101 | L1 | Admitted-Finance | ||
| 2 | L2₹20.5 Cr+₹1.3 Cr (6.59%)Admitted-Finance 306 B 2 SOUTH BLOCK BAHU PLAZA JAMMU 180004 | JAMMU | JAMMU | JAMMU AND KASHMIR | 180004 | L2 | Admitted-Finance | ||
| 3 | L3₹21.5 Cr+₹2.3 Cr (11.8%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹23.4 Cr+₹4.1 Cr (21.3%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L4₹23.4 Cr+₹4.1 Cr (21.3%)Admitted-Finance | L4 | Admitted-Finance |
Tender Value
₹36.5 Cr
EMD Value
₹73.0 L
Closing Date
5 Dec 2025, 4:00 pmClosed
Executive Engineer Construction Division Leh
Office of the Executive Engineer Construction Division Leh
Improvement / Widening and Up gradation of road from Spituk to Rumbak Rumchung, by UT of Ladakh (Under CRIF)
2025_PWD_17837_1
131 of CDL Leh of 2025-26
Open Tender
Civil Works - Roads
Percentage
730 days
leh
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,000
Executive Engineer Construction Division Leh
₹73.0 L
Chief Engineer PWD (RnB) Department UT Ladakh
15 Dec 2025
27 Oct 2025
6 Dec 2025
28 Oct 2025
5 Dec 2025
28 Oct 2025
6 Nov 2025
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.
a) All kinds of soil | 25,341.27 | Cum | 208.42 | ₹52,81,627.49 |
| - | b) Ordinary rock | 18,496.33 | Cum | 383.88 | ₹71,00,371.16 |
| - | c) Hard rock (requiring blasting) | 18,496.33 | cum | 781.55 | ₹1,44,55,806.71 |
| - | Earth work in excavation by mechanical means (Hydraulic excavator) in
foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),
including dressing of sides and ramming of bottoms, lift upto 1.5 m, including
getting out the excavated soil and disposal of surplus excavated soil as directed,
within a lead of 50 m.
All kinds of soil. | 11,693.37 | cum | 278.09 | ₹32,51,809.26 |
| - | 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. | 12,719.5 | Cum | 220.4 | ₹28,03,377.8 |
| - | Dumping stone including cost of stones.
in Horizontal on level | 4,762.32 | cum | 953.03 | ₹45,38,633.83 |
| - | Dumping stone excluding cost of stones.
in Horizontal on level | 1,535.4 | cum | 232.68 | ₹3,57,256.87 |
| - | Scarifying metalled (water-bound) road surface including disposal of rubbish, lead
upto 50 m and consolidation of the aggregate received from scarifying with
power road roller of 8 to 10 tonne capacity. | 33,605 | Sqm | 24.23 | ₹8,14,249.15 |
| - | Extra for compaction of earth work in embankment under optimum moisture
conditions to give at least 95% of the maximum dry density (proctor density). | 12,375.84 | cum | 18.43 | ₹2,28,086.73 |
| - | Construction of Unlined surface Drain of average cross sectional area 04 Sqm in soil to specified lines grade level and excavated material to be used in embankment lift of 3 m and lead of 50 m as per clause 30 (Earthen Drain Hill Side) | 14,826 | Rm | 322.03 | ₹47,74,416.78 |
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