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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 LAccepted-AOC | ₹6.0 L | L1 | Accepted-AOC accepted |
| 2 | L2₹7.0 L+₹1.0 L (16.7%)Rejected-AOC | ₹7.0 L+₹1.0 L (16.7%) | L2 | Rejected-AOC rejected |
| 3 | L3₹7.7 L+₹1.7 L (28.8%)Rejected-Finance | ₹7.7 L+₹1.7 L (28.8%) | L3 | Rejected-Finance Rejected |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Documents verified & rejected due to multiple application (Applied in Sl. No. 1,2 and 3) |
Tender Value
₹9.7 L
EMD Value
₹19,350
Closing Date
13 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 patch repairing of Cooch Behar Dinhata Gitaldaha Road 5.95 km to 6.25 km under Cooch Behar Subdivision No-ii of Cooch Behar Division PWD,Cooch Behar during the year 2026-27.
2026_WBPWD_5016169_1
WBPWD/EE/COB_DIVN/NIT_10/26_27
Open Tender
CIVIL WORKS
Percentage
15 days
COOCHBEHAR
Please refer Tender documents.
5 documents required · 5 mandatory
₹19,350
Yes
17 Aug 2026
6 Jul 2026
15 Jul 2026
6 Jul 2026
13 Jul 2026
6 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 | 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 | 1,377.34 | - |
| 2 | Supplying and Laying in the specified pattern of Interlocking Concrete Block Pavements (ICBP) with concrete blocks (with concrete grade as specified as per Table 1 of IS 15658:2006) manufactured in steel mould clamped to a vibrating table by hydraulic pressure ( as per cl. no. 6.30 of IRC : SP: 63(2018), from BIS licensee manufacturer, with spacer nib ( 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. 80 mm thick. | 1 | Sqm | 1,184 | ₹1,182.82 |
| 3 | Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed. (a) By manual means : (i) From 25 mm to 50 mm thick. | 1 | Sqm | 22.6 | ₹22.58 |
| 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. (b) River bazree Both side edge of paver block | - | CUM | 3,884.68 | - |
| 5 | ADD GST @ 18.00% ON SUM OF AMOUNT Sl-01 to SL-4 | - | GST | 0.18 | - |
| 6 | ADD Cess @ 1.00% ON SUM OF AMOUNT Sl-01 to SL-5 | - | Cess | 0.01 | - |
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