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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.4 CrAccepted-Finance | ₹1.4 Cr | 1 | Accepted-Finance Accept |
| 2 | 2₹1.4 Cr+₹3.3 L (2.32%)Accepted-Finance | ₹1.4 Cr+₹3.3 L (2.32%) | 2 | Accepted-Finance Accept |
| 3 | 3₹1.5 Cr+₹5.9 L (4.24%)Accepted-Finance | ₹1.5 Cr+₹5.9 L (4.24%) | 3 | Accepted-Finance Accept |
| 4 | 4₹1.5 Cr+₹14.7 L (10.5%)Accepted-Finance | ₹1.5 Cr+₹14.7 L (10.5%) | 4 | Accepted-Finance Accept |
| 5 | 5₹1.6 Cr+₹15.0 L (10.7%)Accepted-Finance | ₹1.6 Cr+₹15.0 L (10.7%) | 5 | Accepted-Finance Accept |
Tender Value
₹2.5 Cr
EMD Value
₹4.9 L
Closing Date
15 Apr 2026, 6:00 pmClosed
Superintending Engineer
Hydraulic Circle, Anantnag/Kulgam H.Q. Anantnag
Construction of Flood Protection works on Right side of River Veshow at Villiage Gudder
2026_PHE_307034_1
e.NIT 01 of 2025-26
Open Tender
Civil Works
Percentage
150 days
SE Hyd Circle Ang/Kgm H.Q. Ang
As per e.NIT
2 documents required · 2 mandatory
₹2,000
Yes
Superintending Engineer, Hyd. Circle Ang/Kgm
₹4.9 L
Yes
3 Jul 2026
31 Mar 2026
16 Apr 2026
31 Mar 2026
15 Apr 2026
31 Mar 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. | |||||
| 1.01 | Earth work in bulk excavation by mechanical 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 soils. | - | Cum | - | - |
| 1.02 | Earth work in bulk excavation by mechanical 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. Ordinary Rock | - | Cum | - | - |
| 1.03 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking
excavated or stacked material Ordinary or hard rock | - | Cum | - | - |
| 1.04 | P/L Dry stone solling including cost of supply | - | cum | - | - |
| 1.05 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).All work upto plinth level | - | cum | 5,202.9 | - |
| 1.06 | Providing 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 -- 1:1.5:3(1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | - | Cum | - | - |
| 1.07 | Reinforced cement concrete work in walls (any thickness) including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1.5:3(1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | - | Cum | - | - |
| 1.08 | Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete. | - | Sqm | - | - |
| 1.09 | Centering and shuttering including strutting, propping etc. and removal of form for walls (any thickness) including attached pilasters, butresses plinth and string courses etc. | - | Sqm | - | - |
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