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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 CrAccepted-Finance | ₹3.4 Cr | L1 | Accepted-Finance QUALIFIED |
| 2 | L2₹3.7 Cr+₹32.4 L (9.50%)Accepted-Finance | ₹3.7 Cr+₹32.4 L (9.50%) | L2 | Accepted-Finance QUALIFIED |
| 3 | L3₹3.9 Cr+₹46.4 L (13.6%)Accepted-Finance | ₹3.9 Cr+₹46.4 L (13.6%) | L3 | Accepted-Finance QUALIFIED |
| 4 | L4₹4.0 Cr+₹58.1 L (17.0%)Accepted-Finance | ₹4.0 Cr+₹58.1 L (17.0%) | L4 | Accepted-Finance QUALIFIED |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹4.8 Cr
EMD Value
₹9.6 L
Closing Date
15 May 2026, 3:00 pmClosed
Xen IFC Sopore
Xen IFC Sopore
Flood Protection works on Frestahar Nallah, Sheikhpora, Kreeri under SASCI (Disaster Component)
2026_IFC_308602_1
enit02.IFCD.SPR.2026.27
Open Tender
Civil Works
Percentage
120 days
Sopore
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
Xen IFC Sopore
₹9.6 L
District Superintending Engineer Hydraulic Circl
4 Jun 2026
24 Apr 2026
16 May 2026
25 Apr 2026
15 May 2026
25 Apr 2026
2 May 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 |
|---|---|---|---|---|---|
| 1Detailed Survey,Soil investigation and Hydraulic , Structural Design of RCC Retaining Wall (Complete Job)” Description: Detailed Survey,Soil investigation and Hydraulic , Structural Design of RCC Retaining Wall of 90 m length and 4.5 m height (from top of foundation or as per the height achieved during Design) over suitable foundation system based on geotechnical investigation, including soil exploration and testing, preparation and approval of structural designs and drawings dully Vetted by DIQC/NIT Srinagar,earthwork in excavation and disposal, centering and shuttering, reinforcement, concreting, curing, backfilling, providing filter media, weep holes, drainage arrangements all concrete/design tests applicable and all incidental works, complete in all respects as per relevant latest IS codes,specifications and directions of Engineer-in-Charge.) | |||||
| 2Earth work in bulk excavation by mechanical eans (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. | |||||
| 3Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | |||||
| 4Hand-packing stones in wire-crates; excluding cost of crates and stones | |||||
| 5Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | |||||
| 6Supply and staking of G.I wire knitted Crates (Mesh size 4 ''x4'' ), with dia wire 4mm of approved made and make including all sorts of carriages up to the actual site of work complete in all respects to the entire satisfiction of Engineer incharge. | |||||
| 7Dumping stone Including cost of stones. In Horizontal on level | |||||
| 8Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinic+PVC coated, Mesh wire diameter2.7/3.7mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm (ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge. | |||||
| 9Providing 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) | |||||
| 10Supplying and stacking Good Earth | |||||
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