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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAccepted-AOC | L1 | Accepted-AOC accepted | |
| 2 | L2₹6.0 L+₹69,320 (13.0%)Rejected-AOC | L2 | Rejected-AOC rejected | |
| 3 | L3₹6.3 L+₹99,055 (18.5%)Rejected-Finance | L3 | Rejected-Finance Rejected | |
| 4 | L4₹6.4 L+₹1.1 L (19.9%)Rejected-Finance | L4 | Rejected-Finance Rejected | |
| 5 | L5₹8.0 L+₹2.7 L (49.9%)Rejected-Finance | L5 | Rejected-Finance Rejected |
Tender Value
₹9.3 L
EMD Value
₹18,584
Closing Date
7 Jul 2026, 6:00 pmClosed
EXECUTIVE ENGINEER PWD COB DIVN
OFFICE OF THE EXECUTIVE ENGINEER, PWD, COOCH BEHAR DIVISION SUNITY ROAD, COOCH BEHAR, PIN- 736101
Emergent rain damage restoration of road surface of Pran Narayan Road, from .200 km to .380 km (in stretches) under Cooch Behar Division in the District of Cooch Behar.
2026_WBPWD_5016044_1
WBPWD/EE/COB_DIVN/NIT_08/26_27
Open Tender
CIVIL WORKS
Percentage
15 days
COOCHBEHAR
Please refer Tender documents.
5 documents required · 5 mandatory
₹18,584
Yes
5 Aug 2026
30 Jun 2026
9 Jul 2026
30 Jun 2026
7 Jul 2026
30 Jun 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 | 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. (I) By Manual Means
a) Bituminous Courses | - | Cum | 625 | - |
| 1.01 | b) Granular Courses | 1 | Cum | 453 | ₹452.55 |
| 2 | Construction of Sub Base using Local Materials:
Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (iv) For Construction of Sub Base by compacting river bed materials. | - | Cum | 1,275.2 | - |
| 3 | Supplying and Laying in the specified pattern of Interlocking Concrete Block Pavements with (ICBP) concrete blocks (with concrete grade as specified as per amne af spucified CBR as per Table 1 uf IRC SP 63 (20/8) or else as mentioned in design aid druwiae with a custion af cowpacred bedding samd or 25-65 mmw rhiek (grading of dhe bedding sa as per clanse d.5.I of IRC SP 03 and..... ( Small protruding profiles on the vertical face.. ............with proper confinement of bedding and joint filling sand, compaction, levelling and filling up of the edge gap. Grey 80 mm | 1 | Sqm | 1,184 | ₹1,182.82 |
| 4 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. N.B. Variety. | 1 | Cum | 3,884.51 | ₹3,880.63 |
| 5 | ADD GST @ 18.00% ON SUM OF AMOUNT Sl-01 to SL-04 | - | GST | 0.18 | - |
| 6 | ADD Cess @ 1.00% ON SUM OF AMOUNT Sl-01 to SL 5 | - | Cess | 0.01 | - |
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