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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Accepted As per Technical Evaluation Sheet |
| 2 | Accepted-Technical | Accepted-Technical Accepted As per Technical Evaluation Sheet |
| 3 | Accepted-Technical BOGDANG | Accepted-Technical Accepted As per Technical Evaluation Sheet |
| 4 | Accepted-Technical | Accepted-Technical Accepted As per Technical Evaluation Sheet |
| 5 | Accepted-Technical 0 BAROO KARGIL KARGIL KARGIL LADAKH 194105 | KARGIL | LADAKH | 194105 | Accepted-Technical Accepted As per Technical Evaluation Sheet |
Tender Value
₹3.7 Cr
EMD Value
₹7.5 L
Closing Date
2 May 2026, 4:00 pmClosed
Executive Engineer I-FC Division Kargil
Executive Engineer I-FC Division Kargil
Revival of Lamochan Yulboo Irrigation canal including O and M period of 03 years
2026_PWD_18731_2
e-Tender 01 of 2026-27/INFC Kargil
Open Tender
Civil Works - Canal
Works
730 days
Kargil
Please refer Tender documents.
4 documents required · 4 mandatory
₹3,730
Payable To Executive Engineer I-FC Division Kargil
₹7.5 L
22 May 2026
7 Apr 2026
4 May 2026
7 Apr 2026
2 May 2026
8 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation by manual means 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. | |||||
| 1.01 | All Kind of soil | - | Cum | - | - |
| 1.02 | Ordinary Rock | - | Cum | - | - |
| 1.03 | Hard Rock (R.B) | - | Cum | - | - |
| 2Dumping stone excluding cost of stones. in Horizontal on level | |||||
| 2.01 | Dumping stone excluding cost of stones.
on Slopes (Behind pitching) | - | Cum | - | - |
| 3Random 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) | |||||
| 4CEMENT PLASTER (IN FINE SAND) 20 mm cement plaster 1:4 (1 cement : 4 fine sand) | |||||
| 5Providing 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 derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | |||||
| 6Providing and laying in position ready mixed plain cement concrete, using fly ash and cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. Note : (1) Excess/less cement used than specified in this item is payable/ recoverable separately. (2) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part replacement of OPC as per IS : 456. Uniform blending with cement is to be ensured in accordance with clauses 5.2 and 5.2.1 of IS: 456 -2000 in the items of BMC and RMC. All works upto plinth level: Concrete of M20 grade with minimum cement content of 270 kg /cum | |||||
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tech_eval.pdf
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details.html
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Tendernotice_1.pdf
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LamochanSBD.pdf
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BOQ_44816.xls
BOQ • 0.47 MB
Corrigem.pdf
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Corrigendum_01.pdf
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