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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.0 LAccepted-AOC EAST KANCHANBARI G P KUMARGHAT UNAKOTI TRIPURA PIN 799264 | UNAKOTI | TRIPURA | 799264 | ₹16.0 L | L1 | Accepted-AOC 1st lowest at negotiated value. |
| 2 | L2₹17.4 L+₹1.4 L (8.56%)Rejected-AOC | ₹17.4 L+₹1.4 L (8.56%) | L2 | Rejected-AOC 2nd lowest |
Tender Value
₹15.3 L
EMD Value
₹30,512
Closing Date
15 Jul 2026, 3:00 pmClosed
Executive Engineer WRD VI KLS
O/O the Executive Engineer WRD VI KLS
Flood protection work near the house of Narayan Sarkar of Taraninagar GP Ward No 05 of Kumarghat Block during the year 2026 27 SH Bank revetment work by sand cement block 1 8 for a length of 30.00
2026_CEWR_74520_1
NIeT No.13/EE/WRD/VI/KLS/2026-27 Sl NO.03
Open Tender
Civil Works
Percentage
180 days
Taraninagar GP Under Kumarghat Block
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,000
₹30,512
15 Sept 2026
8 Jul 2026
15 Jul 2026
8 Jul 2026
15 Jul 2026
8 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 | Earthwork in excavation by mechanical means (Hydralic excavator) / manual means over areas (exceeding 30cm indepth,1.5m in width as well as 10sqm no plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m disposed earth to be levelled and neatly dressed. | 230 | cum | - | - |
| 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. | 232.88 | 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. | 3,833 | nos | - | - |
| 4 | Providing & fitting fixing 80 mm dia GI pipes as weep holes including cutting as per required length etc. in the centre portion of each panel of blocks as per direction of Engineer on charge. | 115 | Mtr. | - | - |
| 5 | Construction of Embankment with Material obtainded from Borrow pits construction of embankment with apporved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirment of Tables 300.1 and 300.2 with a lead upto 1000m as per MoRT&H technical specification clauses of section 300. | 480 | cum | - | - |
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finance_75850.pdf
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