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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.1 CrAccepted-Finance | ₹3.1 Cr | 1 | Accepted-Finance Accept |
| 2 | 2₹3.2 CrAccepted-Finance | ₹3.2 Cr | 2 | Accepted-Finance Accept |
| 3 | 3₹3.4 CrAccepted-Finance CHINAR COMMERCIAL COMPLEX THE BUND RESIDENCY ROAD SRINAGAR 190 001 | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | 190001 | ₹3.4 Cr | 3 | Accepted-Finance Accept |
| 4 | 4₹3.6 CrAccepted-Finance | ₹3.6 Cr | 4 | Accepted-Finance Accept |
| 5 | 5₹4.1 CrAccepted-Finance | ₹4.1 Cr | 5 | Accepted-Finance Accept |
Tender Value
₹4.9 Cr
EMD Value
₹14.8 L
Closing Date
13 May 2026, 4:00 pmClosed
Superintending Engineer
Hydraulic Circle Anantnag/Kulgam H.Q. Anantnag
Restoration of damaged spots of Flood Control Division Anantnag under SASCI ( Disaster Component )
2026_PHE_308543_1
03 of 2026-27
Open Tender
Civil Works - Canal
90 days
SE Hyd Circle Ang/Kgm H.Q. Ang
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
Superintending Engineer, Hyd. Circle Ang/Kgm
₹14.8 L
13 Jun 2026
24 Apr 2026
14 May 2026
24 Apr 2026
13 May 2026
24 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Engagement of Mechanaical excavator for different spots including cost of services of operating staff | ||||||
| 2Earth 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. | ||||||
| 3Earth 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 ) | ||||||
| 4Earth 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 soils. | ||||||
| 5Filling 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. | ||||||
| 6Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil: ( Excluding Rolling and Watering ) | ||||||
| 7Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete | ||||||
| 8Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil: ( Excluding Rolling and Watering ) | ||||||
| 9Hand-packing stones in wire-crates; excluding cost of crates and stones | ||||||
| 10Collection of stones from different pockets of Nallah | ||||||
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