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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAdmitted-Finance SUBASHGRAM DIGLIPUR | ₹1.9 L | L1 | Admitted-Finance |
| 2 | L2₹1.9 L+₹2,161.45 (1.12%)Admitted-Finance | ₹1.9 L+₹2,161.45 (1.12%) | L2 | Admitted-Finance |
| 3 | L3₹2.0 L+₹7,565.08 (3.93%)Admitted-Finance | ₹2.0 L+₹7,565.08 (3.93%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Technical bid is rejected due to Experience not eligible hence rejected. |
| Sl No | Description | Qty | Unit | P L PALANIVELU L1 | AJAY KRISHNA BISWAS L3 | NAVEEN KUMAR KASHYAP L2 |
|---|---|---|---|---|---|---|
| 1.00Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ 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 : | ||||||
| 1.01 | All kinds of soil | 216.15 | cum | 390 ₹84,296.55 | 175 ₹37,825.38 Lowest | 500 ₹1,08,072.5 |
| 2.00Carriage of Earth by mechanical transport i/c loading, unloading, stacking etc complete for lead of 10.00 Km. | ||||||
| 2.01 | Earth | 216.15 | cum | 500 ₹1,08,072.5 | 750 ₹1,62,108.75 | 400 ₹86,458 Lowest |
Tender Value
₹2.2 L
EMD Value
₹4,444
Closing Date
7 Aug 2026, 3:00 pmClosed
Executive Engineer PRI NMA Mayabunder
Office of Executive Engineer PRI NMA Mayabunder
Earth filling at Paschimsagar market ground at Paschimsagar under Gram Panchayat, Paschimsagar.
2026_RDPRI_24023_1
206/EE/PRI/NMA/MB/25-2026
Open Tender
Civil Works - Others
Works
60 days
Paschimsagar
Refer Tender Document
5 documents required · 5 mandatory
₹500
Executive Engineer PRI NMA Mayabunder
₹4,444
10 Aug 2026
31 Jul 2026
7 Aug 2026
31 Jul 2026
7 Aug 2026
31 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ 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 : | |||||
| 1.01 | All kinds of soil | - | cum | - | - |
| 2Carriage of Earth by mechanical transport i/c loading, unloading, stacking etc complete for lead of 10.00 Km. | |||||
| 2.01 | Earth | - | cum | - | - |
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