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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.4 LAdmitted-Fee/PreQual/Technical/Finance ANANTNAG ANANTNAG JAMMU AND KASHMIR | ANANTNAG | JAMMU AND KASHMIR | 192101 | -13.00% | ₹1.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.4 L+₹4,821.95 (3.45%)Admitted-Fee/PreQual/Technical/Finance | -10.00% | ₹1.4 L+₹4,821.95 (3.45%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Documents are not uploaded properly. |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Documents are not uploaded properly. |
Tender Value
₹1.6 L
EMD Value
₹3,200
Closing Date
19 Jun 2026, 4:00 pmClosed
Executive Engineer
Irrigation Division Shopian
Construction of lining wall at spots of Awneers canal at Talwani wounder and Khartar RD 2720M Construction of lining wall at spots of Awneers canal at Talwani wounder and Khartar RD 2720M
2026_IFC_312147_5
eNIT 06 of 2026-27
Open Tender
Civil Works
Percentage
10 days
Shopian
Please refer Tender documents.
2 documents required · 2 mandatory
₹100
Executive Engineer
₹3,200
1 Jul 2026
11 Jun 2026
20 Jun 2026
11 Jun 2026
19 Jun 2026
11 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 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. | 24.3 | Cum | 592.9 | ₹14,407.47 |
| 2 | Dumping stone excluding cost of stones. in Horizontal on level | 2.68 | Cum | 237.9 | ₹637.57 |
| 3 | Supply of Nallah Stones | 2.68 | Cum | 700 | ₹1,876 |
| 4 | 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 2.1 | Cum | 5,202.9 | ₹10,926.09 |
| 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) | 13.5 | Cum | 6,591.25 | ₹88,981.88 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. | 60 | sqm | 286.35 | ₹17,181 |
| 7 | Carriage of material by Mechanical Transport .
Sand avg. lead of 20km | 7.33 | Cum | 409.94 | ₹3,004.86 |
| 7.01 | 20 mm agg. Avg. lead of 20 kms | 12.15 | Cum | 409.94 | ₹4,980.77 |
| 7.02 | 40 mm agg. Avg. lead of 30 kms | 1.87 | Cum | 445 | ₹832.15 |
| 7.03 | Cement avg. lead of 05 kms | 4.68 | MT | 178.43 | ₹835.05 |
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