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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹34.8 LAdmitted-Finance | -54.10% | ₹34.8 L | L1 | Admitted-Finance |
| 2 | L2₹37.1 L+₹2.3 L (6.75%)Admitted-Finance R O BASGO LEH | LEH LADAKH | LADAKH | 194101 | -51.00% | ₹37.1 L+₹2.3 L (6.75%) | L2 | Admitted-Finance |
| 3 | L3₹39.5 L+₹4.7 L (13.5%)Admitted-Finance | -47.89% | ₹39.5 L+₹4.7 L (13.5%) | L3 | Admitted-Finance |
| 4 | L4₹41.3 L+₹6.5 L (18.8%)Admitted-Finance PHYANG | -45.49% | ₹41.3 L+₹6.5 L (18.8%) | L4 | Admitted-Finance |
| 5 | L5₹42.9 L+₹8.1 L (23.3%)Admitted-Finance GERA MANGU | -43.42% | ₹42.9 L+₹8.1 L (23.3%) | L5 | Admitted-Finance |
Tender Value
₹75.8 L
EMD Value
₹1.5 L
Closing Date
1 May 2026, 4:00 pmClosed
Executive Engineer PWD Rnb division Leh
Office of the Executive Engineer Rnb division Leh
Construction of link road from Rafta Gongma to Ayams Rafta Nimoo ( Under SDP )
2026_PWD_18745_1
E Tender 04 of R and B Division Leh
Open Tender
Civil Works - Others
Percentage
120 days
Leh
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,000
Office of the Executive Engineer Rnb division Leh
₹1.5 L
7 May 2026
10 Apr 2026
4 May 2026
10 Apr 2026
1 May 2026
10 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 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 | - | - |
| - | Surface dressing of the ground including removing vegetation and in-equalities
not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to
1.5 m.
All kinds of soil | - | sqm | - | - |
| - | Dry stone pitching ( any thickness ) including cost of stones. On Horizontal. | - | cum | - | - |
| - | 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 | - | - |
| - | 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 | - | - |
| - | Random rubble masonry with hard stone laid dry in foundation, plinth &
walls
Laid without bond stone | - | cum | - | - |
| - | 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 | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form
work for :
Foundations, footings, bases for columns | - | sqm | - | - |
| - | 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 | - | - |
| - | 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 | cum | - | - |
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