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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 LAccepted-Finance | L1 | Accepted-Finance Lowest and successful bidder | |
| 2 | L2₹7.3 L+₹1,846.95 (0.25%)Rejected-Finance | L2 | Rejected-Finance Unsuccessful bidder | |
| 3 | L3₹7.4 L+₹6,353.50 (0.87%)Rejected-Finance | L3 | Rejected-Finance Unsuccessful bidder | |
| 4 | L4₹7.4 L+₹7,092.28 (0.97%)Rejected-Finance BRAJANATH CHAK HALDIA PORT PURBA MEDINIPUR PIN 721605 | HALDIA PORT | PURBA MEDINIPUR | WEST BENGAL | 721605 | L4 | Rejected-Finance Unsuccessful bidder |
Tender Value
₹7.4 L
EMD Value
₹14,776
Closing Date
15 Sept 2026, 3:00 pmClosed
Office of the Executive Engineer, PWD,Tamluk Divn.
Office of the Executive Engineer, PWD,Tamluk Division, Tamluk, Purba Medinipur.
Restoration of road work for pipe line open cut location from 0.00 km to 16.500 km and 16.500 km to 28.500 km in Gopalchak- Talla road under Tamluk Division in the district of purba medinipur during 2026-27
2026_WBPWD_5021664_1
WBPWD/NIT-17/EE/TAMLUK DIVN/2026-2027
Open Tender
CIVIL WORKS
Percentage
10 days
Haldia Construction Sub Division No.-I.
Please refer Tender documents.
4 documents required · 4 mandatory
₹14,776
Yes
6 Oct 2026
2 Sept 2026
18 Sept 2026
3 Sept 2026
15 Sept 2026
3 Sept 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 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works)
(From 0.00 km to 16.50 km & 16.500 km to 28.50km) | 198 | cum | 218.53 | ₹43,268.94 |
| 2 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specifications Clause 202 for Rural Roads of MORD.
(From 0.00 km to 16.50 km & 16.500 km to 28.50km) | - | cum | 819.65 | - |
| 3 | Sand Filling in Foundation Trenches with good local sand free from earth not exceeding 150 mm compacted thickness including inundating each layer by profuse water and porking and rammimg layer by layer. Quality of sand is to be approved by the Engineer-in-charge.(Reference to MORT&H's specification 304.
(From 0.00 km to 16.50 km & 16.500 km to 28.50km) | 121 | cum | 989.9 | ₹1,19,777.9 |
| 4 | By Mix in Place Method
Construction of granular sub-base by providing graded materials such as natural sand/crushed gravel/crushed stone/combination depending upon the required grading , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator and compacting with vibratory roller to achieve at least 98% of the maximum dry density for the material determined as per IS:2720 (Part 8), complete as per clause 401 desire.
Rate per cum for grading V material.
from 0.00km to 16.500 km | 8.25 | cum | 4,024.03 | ₹33,198.25 |
| 4.01 | From 16.500 km to 28.500 km | 9.9 | cum | 3,989.37 | ₹39,494.76 |
| 5 | By Mix in Place Method
Construction of granular sub-base by providing graded materials such as natural sand/crushed gravel/crushed stone/combination depending upon the required grading , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator and compacting with vibratory roller to achieve at least 98% of the maximum dry density for the material determined as per IS:2720 (Part 8), complete as per clause 401 desire.
Rate per cum for grading III material.
from 0.00km to 16.500 km | 5.5 | cum | 3,978.46 | ₹21,881.53 |
| 5.01 | From 16.500 km to 28.500 km | 6.6 | cum | 3,944.08 | ₹26,030.93 |
| 6 | Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density (Reference to MoRT&H's specification 404)
From 0.00 km to 16.500 km | 13.75 | cum | 5,734.1 | ₹78,843.88 |
| 6.01 | From 16.500 km to 28.500 km | 16.5 | cum | 5,691.39 | ₹93,907.94 |
| 7 | Providing and applying primer coat with cationic bitumen emulsion SS1 grade conforming to IS:8887 on prepared porous granular surface including clearing of road surface and spraying primer using mechanical means (Reference to MORT&H's specification clause 502).
From 0.00 km to 16.500 km. | 55 | sqm | 144.6 | ₹7,953 |
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