Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹88.8 LAccepted-AOC VILL BIDHIBARI P O ITAHAR 733128 P S ITAHAR DISTT UTTAR DINAJPUR | ITAHAR | UTTAR DINAJPUR | WEST BENGAL | 733128 | ₹88.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹90.8 L+₹2.0 L (2.23%)Rejected-Finance 111 M C GARDEN ROAD KOL 30 | KOLKATA | WEST BENGAL | ₹90.8 L+₹2.0 L (2.23%) | L2 | Rejected-Finance as mentioned in TCR |
| 3 | L3₹95.3 L+₹6.5 L (7.33%)Rejected-Finance | ₹95.3 L+₹6.5 L (7.33%) | L3 | Rejected-Finance as mentioned in TCR |
| 4 | L3₹95.3 L+₹6.5 L (7.33%)Rejected-Finance VILL KHOTTADIHI P O KHOTTADIHI P S PANDAVESWAR DIST PASCHIM BARDHAMAN 713378 | KHOTTADIHI | PASCHIM BARDHAMAN | WEST BENGAL | 713378 | ₹95.3 L+₹6.5 L (7.33%) | L3 | Rejected-Finance as mentioned in TCR |
| 5 | L4₹96.6 L+₹7.8 L (8.76%)Rejected-Finance | ₹96.6 L+₹7.8 L (8.76%) | L4 | Rejected-Finance as mentioned in TCR |
Tender Value
₹1.5 Cr
EMD Value
₹1.9 L
Closing Date
16 May 2026, 6:00 pmClosed
Area Engineer Civil
GM Office, Sonepur Bazari Area
Strengthening of Haul road from turning of OB dump no. 02 to departmental view point as monsoon preparatory work under Sonepur Bazari Project.
2026_ECL_358881_1
GM/SBA/CE/e-Tender/26-27/02 Dated 28-04-2026
Open Tender
Civil Works - Roads
Percentage
60 days
Sonepur Bazari Area
as per NIT
5 documents required · 5 mandatory
₹1.9 L
12 Sept 2026
29 Apr 2026
18 May 2026
29 Apr 2026
16 May 2026
30 Apr 2026
29 Apr 2026 - 9 May 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 |
|---|---|---|---|---|---|
| 1Strengthening of Haul road from turning of OB dump no. 02 to departmental view point as monsoon preparatory work under Sonepur Bazari Project. | |||||
| 1.01 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the subgrade and disposal of surplus earth with lead upto 50 metres. | - | sqm | 135.65 | - |
| 1.02 | Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 4 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 for all lift: all kinds of soil | - | cum | 310 | - |
| 1.03 | Providing and fixing geosynthetic subgrade stabilization membrane having membrane thickness of 0.8 to 1 mm, made of 100% Polypropylene high modulus woven geotextile, Tensile Modulus @ 2% strain (CD) not less than 100 kN/m, wide width tensile strength (MD) not less than 50 kN/m as per ISO 10319 including supplying to site, installation all complete as per instruction of EIC | - | sqm | 1,085 | - |
| 2Total impact of GST for the purpose of CTC | |||||
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.05 MB
Tendernotice_1.pdf
PDF • 3.03 MB
BOQ_371757.xls
BOQ • 0.33 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .