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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 LAccepted-Finance | L1 | Accepted-Finance Ok | |
| 2 | L2₹6.8 L+₹66,148 (10.8%)Accepted-Finance 1C SIL LANE CALCUTTA 700015 KOLKATA 700015 | KOLKATA | KOLKATA | WEST BENGAL | 700015 | L2 | Accepted-Finance Ok | |
| 3 | L3₹7.9 L+₹1.8 L (29.1%)Rejected-Finance | L3 | Rejected-Finance Rejected |
Tender Value
₹9.9 L
EMD Value
₹19,775
Closing Date
10 Sept 2026, 4:30 pmClosed
EXECUTIVE ENGINEER PWD COB DIVN
OFFICE OF THE EXECUTIVE ENGINEER, PWD, COOCH BEHAR DIVISION SUNITY ROAD, COOCH BEHAR, PIN- 736101
Emergent patch repairing Work of damage portion occurred due to heavy rain of Cooch Behar -Dinhata-Gitaldah Road from 3.1km to 3.375 km km under Cooch Behar Division P.W.D during the Year 2026-27.
2026_WBPWD_5021462_1
WBPWD/EE/COB_DIVN/NIT_23/26_27
Open Tender
CIVIL WORKS
Percentage
15 days
COOCHBEHAR
Please refer Tender documents.
5 documents required · 5 mandatory
₹19,775
Yes
30 Sept 2026
3 Sept 2026
12 Sept 2026
3 Sept 2026
10 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 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. | 5.25 | Cu.M | 1,357.41 | ₹7,126.4 |
| 2 | Supplying and Laying in the particular pattern of cement concrete block pavements with BIS certification and spacer nib of size and shape with aspect ratio as per IS 15658 with cement concrete grade not less than M40 on the prepared base course of specified CBR as mentioned in design and drawing with a cushion of bedding sand of 30 to 50 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps between two paver block with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2) complete as per IRC SP - 63 with proper confinement of bedding and joint filling sand, compaction,levelling and filling up of the edge gaps with mortar. Type I, II,III, IV should be as per design requeirment or instruction of E-I- c) Type - III (80 mm thickness) inter locking system | 105 | Sq.M | 1,626.86 | ₹1,70,820.3 |
| 3 | Repairing Pot-holes with Bituminous Macadam (Grading - II, for compacted thickness of upto 75mm). | 64.55 | Cu.M | 9,767.8 | ₹6,30,511.49 |
| 4 | Tack Coat
Providing and applying tack coat with Cationic bitumen emulsion (RS1) complying with IS:8887 using emulsion pressure distributor on the prepared bituminous/granular /cement concrete pavement surface cleaned with mechanical broom and high pressure air jet (Reference to MORT&H's specification clause 503). | 933.3 | Sq.M | 28.28 | ₹26,393.72 |
| 5 | Dismantling of Flexible Pavements
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (Reference to MoRT&H's specification clause 202)
5(I) By Manual Means 5(I)B Granular courses | 5.25 | Cu.M | 587.83 | ₹3,086.11 |
| 6 | ADD GST @ 18.00% ON SUM OF AMOUNT Sl-01 to SL-5 | - | GST | 0.18 | - |
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