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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.7 LAdmitted-Fee/PreQual/Technical/Finance | -19.55% | ₹1.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.0 L+₹29,260.49 (16.8%)Admitted-Fee/PreQual/Technical/Finance | -6.00% | ₹2.0 L+₹29,260.49 (16.8%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹2.2 L+₹42,217.16 (24.3%)Admitted-Fee/PreQual/Technical/Finance | +0.00% | ₹2.2 L+₹42,217.16 (24.3%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-GST Mismatch |
Tender Value
₹2.2 L
EMD Value
₹6,480
Closing Date
14 Sept 2026, 4:30 pmClosed
Executive Engineer Irrigation Division Anantnag
Office of the EXEN ID Anantnag
Construction of Lining wall on Left side of Draway Ladi from Rd 1200 mtrs onwards
2026_IFC_322946_12
E-NIT No. 15 of 2026-27
Open Tender
Civil Works
Percentage
12 days
ID Anantnag
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
Executive Engineer Irrigation Division Anantnag
₹6,480
20 Sept 2026
1 Sept 2026
15 Sept 2026
1 Sept 2026
14 Sept 2026
1 Sept 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 bulk 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. All kinds of soil. | 15.8 | Cum | 592.9 | ₹9,367.82 |
| 2 | Slip clearance In soils; mixed with moorum / Kankar / shingle / boulders; disposal ead upto 50 m and lift upto 1.5 m. | 60 | Cum | 331.15 | ₹19,869 |
| 4 | Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar | 5.4 | Cum | 1,740.45 | ₹9,398.43 |
| 5 | 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 19.5 | Cum | 6,591.25 | ₹1,28,529.38 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns | 72 | Sqm | 286.35 | ₹20,617.2 |
| 7Carriage of materials from source upto Road site of work by M.T. and H.L 255 m | |||||
| 7.01 | Cement by an average lead of 06 km. | - | M.T | 393.82 | - |
| 7.02 | Sand by an average lead of 40 km. | 8.78 | cum | 1,049.86 | ₹9,217.77 |
| 7.03 | Stone aggregates 20 mm by an average lead of 30 km. | 17.55 | cum | 939.46 | ₹16,487.52 |
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