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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1Admitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹0.13Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹3.9 LAdmitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹10.7 LAdmitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | M/S MD INFRACON BUILDERS L3 | FAYAZ AHMAD L6 | QAISAR MOHAMMAD SOFI L1 | MIR BUILDERS L2 | SHEIKH CONSTRUCTIONS L4 | A M CONSTRUCTIONS L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) | |||||||||
| 1.10 | Dry | 14,311.43 | Cum | 111 ₹15,88,568.73 | 90 ₹12,88,028.7 | 70 ₹10,01,800.1 | 111 ₹15,88,568.73 | 30 ₹4,29,342.9 Lowest | 50.99 ₹7,29,739.82 |
| 1.20 | Wet | 14,311.43 | Cum | 184.95 ₹26,46,898.98 | 100 ₹14,31,143 | 70 ₹10,01,800.1 | 184 ₹26,33,303.12 | 50 ₹7,15,571.5 Lowest | 80.11 ₹11,46,488.66 |
| 2.00 | Earth work in bulk excavation by mechanical means (hydraulic excavator) 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 : | 406.06 | Cum | 187 ₹75,931.6 | 100 ₹40,606 | 70 ₹28,424.2 | 187 ₹75,933.22 | 50 ₹20,303 Lowest | 75.8 ₹30,779.35 |
| 3.00 | Supply of GI wire crates of specified size 16' * 16', made of 4mm dia GI wire with 4"*4" mesh (100 mm * 100 mm) including proper fabrication , weaving, binding and testing from any Government-approved testing agency , confirming to relevant IS standards and including carriage by all means up to site of work, stacking, handling and all incidental charges , complete in all respects as per directions of Engineer-in-Charge. | 20,400.96 | Sft | 24 ₹4,89,623.04 | 23 ₹4,69,222.08 | 20 ₹4,08,019.2 | 24 ₹4,89,623.04 | 24 ₹4,89,623.04 | 14.58 ₹2,97,446 Lowest |
| 4.00 | Hand-packing stones in wire-crates; excluding cost of crates and stones. | 471.39 | Cum | 371 ₹1,74,886.8 | 200 ₹94,278.6 | 100 ₹47,139.3 Lowest | 371 ₹1,74,886.8 | 300 ₹1,41,417.9 | 176.52 ₹83,210.29 |
| 5.00 | Dumping stone excluding cost of stones ( in Horizontal on level). | 297.47 | Cum | 237 ₹70,501.46 | 50 ₹14,873.73 Lowest | 100 ₹29,747.45 | 237 ₹70,501.46 | 200 ₹59,494.9 | 113.71 ₹33,825.83 |
| 6.00 | Supply of Stone boulder (nallah) nominal size 225 mm | 768.83 | Cum | 699.99 ₹5,38,173.45 | 700 ₹5,38,179.6 | 440 ₹3,38,284.32 | 700 ₹5,38,179.6 | 700 ₹5,38,179.6 | 340.48 ₹2,61,770.56 Lowest |
| 7.00Carriage of different materials by Mechanical Transport including loading ,unloading and stacking from different sources upto site of work. | |||||||||
| 8.00 | Stone boulders for an average lead of 9 km fro Arch Ganderbal | 768.83 | Cum | 309 ₹2,37,569.39 | 250 ₹1,92,207 | 200 ₹1,53,765.6 | 309 ₹2,37,567.85 | 300 ₹2,30,648.4 | 156.73 ₹1,20,498.41 Lowest |
Tender Value
₹58.2 L
EMD Value
₹1.7 L
Closing Date
9 Oct 2026, 4:00 pmClosed
Executive Engineer IFCD Ganderbal
Irrigation and FC DIvision Ganderbal
Construction of Flood Protection work on left side by way of toe protection crate work and channelization/cunnitte cutting of Nallah from intake upto Gadoora Bridge from 0 to 02kms
2026_IFC_326630_1
eNIT NO 26 OF 2026-27
Open Tender
Civil Works
Item Wise
180 days
Ganderbal
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,000
Executive Engineer IFCD Ganderbal
₹1.7 L
12 Oct 2026
30 Sept 2026
10 Oct 2026
30 Sept 2026
9 Oct 2026
30 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) | |||||
| 1.1 | Dry | 14,311.43 | Cum | 111 | ₹15,88,568.73 |
| 1.2 | Wet | 14,311.43 | Cum | 184.95 | ₹26,46,898.98 |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) 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 : | 406.06 | Cum | 187.3 | ₹76,055.04 |
| 3 | Supply of GI wire crates of specified size 16' * 16', made of 4mm dia GI wire with 4"*4" mesh (100 mm * 100 mm) including proper fabrication , weaving, binding and testing from any Government-approved testing agency , confirming to relevant IS standards and including carriage by all means up to site of work, stacking, handling and all incidental charges , complete in all respects as per directions of Engineer-in-Charge. | 20,400.96 | Sft | 24 | ₹4,89,623.04 |
| 4 | Hand-packing stones in wire-crates; excluding cost of crates and stones. | 471.39 | Cum | 371.15 | ₹1,74,957.51 |
| 5 | Dumping stone excluding cost of stones ( in Horizontal on level). | 297.47 | Cum | 237.9 | ₹70,769.18 |
| 6 | Supply of Stone boulder (nallah) nominal size 225 mm | 768.83 | Cum | 700 | ₹5,38,179.6 |
| 7Carriage of different materials by Mechanical Transport including loading ,unloading and stacking from different sources upto site of work. | |||||
| 8 | Stone boulders for an average lead of 9 km fro Arch Ganderbal | 768.83 | Cum | 309.88 | ₹2,38,244.42 |
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