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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹37.6 LAdmitted-Fee/PreQual/Technical/Finance | -1.11% | ₹37.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹40.6 L+₹3.1 L (8.19%)Admitted-Fee/PreQual/Technical/Finance KUMARGHAT TRIPURA U | +6.99% | ₹40.6 L+₹3.1 L (8.19%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹41.1 L+₹3.5 L (9.32%)Admitted-Fee/PreQual/Technical/Finance | +8.11% | ₹41.1 L+₹3.5 L (9.32%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹38.0 L
EMD Value
₹75,960
Closing Date
3 Aug 2026, 3:00 pmClosed
Executive Engineer WRD VI KLS
O/O the Executive Engineer WRD VI KLS
Flood protection work near PWD Office at right bank of river Deo of Kumarghat Block during the year 2026 27 SH Bank revetment work by sand cement block 1 8 for a length of 80.00 mtr.2nd Call.
2026_CEWR_74974_1
NIeT No.15/EE/WRD/VI/KLS/2026-27 Sl NO.01
Open Tender
Civil Works
Percentage
180 days
Near PWD Office Under Kumarghat MC
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,000
₹75,960
5 Aug 2026
27 Jul 2026
3 Aug 2026
27 Jul 2026
3 Aug 2026
27 Jul 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 excavation by mechanical means (Hydraulic excavator) manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m disposed earth to be levelled and neatly dressed. | 200 | nos | - | - |
| 2 | Manufacturing of sand cement block 1:8(1cement : 8 river sand) of size 0.45m X0.45m X 0.30m including the cost of centering shuttering and placing of polythene sheet at bottom of the block with engraving the serial No. of each block as per direction of the Engineer-in-Charge. | 686.88 | cum | - | - |
| 3 | Placing of sand cement/cement concrete blocks of size 0.45 X 0.45 X 0.30 in slope of river bank and river bed including preparation of bed or launching apron as per direction of the Engineer-in-charge. | 11,307 | nos | - | - |
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