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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.0 LAdmitted-Fee/PreQual/Technical/Finance | -0.11% | ₹2.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2 LAdmitted-Fee/PreQual/Technical/Finance | +0.00% | ₹2 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹2 L
EMD Value
₹6,000
Closing Date
21 Aug 2026, 6:00 pmClosed
Office of the Executive Engineer REW Anantnag
Office of the Executive Engineer REW Anantnag
C/O FP BUND FHO LATE GULAM MOHIDDIN DAR TO AB RASHID GANAIE AT BONPORA BLOCK ANANTNAG
2026_RDPR_320926_64
ENIT92of2026-27
Open Tender
Civil Works
Percentage
30 days
Anantnag
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
Office of the Executive Engineer REW Anantnag
₹6,000
27 Aug 2026
14 Aug 2026
22 Aug 2026
14 Aug 2026
21 Aug 2026
14 Aug 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 manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. | 8.66 | Cum | 479.3 | ₹4,150.74 |
| 2 | Providing and laying of hand Packed stone soling including carriage from approved source to site of work complete job | 6.7 | cum | 1,174 | ₹7,865.8 |
| 3 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) with carriage of materails lead of 5 kms | 21.91 | cum | 6,055.5 | ₹1,32,676.01 |
| 4 | Centring Shuttering including strutting proping and removal of form work etc complete job | 75 | sqm | 725 | ₹54,375 |
| 5 | add cost of photographs with sign board | - | Each | 0.8 | - |
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BOQ_1069040.xls
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