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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.5 LAccepted-Finance | ₹44.5 L | L1 | Accepted-Finance AS per BOQ comparative statement generated |
| 2 | L2₹52.3 L+₹7.8 L (17.4%)Accepted-Finance CHUCHOT GONGMA | ₹52.3 L+₹7.8 L (17.4%) | L2 | Accepted-Finance AS per BOQ comparative statement generated |
| 3 | L3₹56.5 L+₹12.0 L (26.9%)Accepted-Finance | ₹56.5 L+₹12.0 L (26.9%) | L3 | Accepted-Finance AS per BOQ comparative statement generated |
| 4 | L4₹59.0 L+₹14.5 L (32.6%)Accepted-Finance R O BOGDANG | ₹59.0 L+₹14.5 L (32.6%) | L4 | Accepted-Finance AS per BOQ comparative statement generated |
Tender Value
₹84.3 L
EMD Value
₹2.0 L
Closing Date
6 Jul 2026, 4:00 pmClosed
Executive Engineer InFC division Leh
Office of the Executive Engineer InFC division Leh
Construction of irrigation canal Chesgon to Command Area Tsogtot.(Under Capex)
2026_PWD_19086_2
16 of I and FC Division Leh 2026-27
Open Tender
Civil Works - Canal
Percentage
90 days
LEH
Please refer to tender document
2 documents required · 2 mandatory
₹2,000
Payable To Executive Engineer InFC division Leh
₹2.0 L
10 Jul 2026
19 Jun 2026
8 Jul 2026
19 Jun 2026
6 Jul 2026
19 Jun 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. | 374.85 | Cum | 208.42 | ₹78,126.24 |
| 2 | Dry stone pitching (any thickness) excluding cost of stones.
A. On Horizontal | 45 | Cum | 1,258.05 | ₹56,612.25 |
| 3 | B. On Top copings of banks | 36 | Cum | 1,437.44 | ₹51,747.84 |
| 4 | C. On Slopes | 90 | Cum | 1,545.08 | ₹1,39,057.2 |
| 5 | Reinforced cement concrete work in beams, suspended floors, roofs having
slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window
sills, staircases and spiral stair cases above plinth level up to floor five level,
excluding the cost of centering, shuttering, finishing and reinforcement, with
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm
nominal size). | 113.5 | Cum | 11,551.66 | ₹13,11,113.41 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work for : A.Foundations, footings, bases for columns. | 6.3 | Sqm | 306.15 | ₹1,928.75 |
| 7 | B. Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 255 | Sqm | 635.45 | ₹1,62,039.75 |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending,
placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. | 13,620 | Kg | 109.33 | ₹14,89,074.6 |
| 9 | Providing and laying in-situ concrete lining using M-10 nominal mix concrete
(max. size of aggregates: 20mm nominal). A.Nallah Stone | 120 | Cum | 6,787.54 | ₹8,14,504.8 |
| 10 | B. On Horizontal (Nallah Stone) | 60 | Cum | 6,801.23 | ₹4,08,073.8 |
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