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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 LAccepted-Finance | ₹4.9 L | L1 | Accepted-Finance Ok |
| 2 | L2₹5.5 L+₹58,593 (12.0%)Accepted-Finance | ₹5.5 L+₹58,593 (12.0%) | L2 | Accepted-Finance Ok |
| 3 | L3₹6.6 L+₹1.7 L (34.4%)Rejected-Finance | ₹6.6 L+₹1.7 L (34.4%) | L3 | Rejected-Finance Rejected |
| 4 | L4₹7.0 L+₹2.1 L (43.6%)Rejected-Finance | ₹7.0 L+₹2.1 L (43.6%) | L4 | Rejected-Finance Rejected |
| 5 | L5₹7.1 L+₹2.2 L (44.6%)Rejected-Finance | ₹7.1 L+₹2.2 L (44.6%) | L5 | Rejected-Finance Rejected |
Tender Value
₹9.8 L
EMD Value
₹19,531
Closing Date
29 Aug 2026, 2:00 pmClosed
EXECUTIVE ENGINEER PWD COB DIVN
OFFICE OF THE EXECUTIVE ENGINEER, PWD, COOCH BEHAR DIVISION SUNITY ROAD, COOCH BEHAR, PIN- 736101
Emergent Pothole Repairng work on Harendra Narayan Road (Sagardighi to Irrigation Bundh) from Ch. 0.000 km to 0.200 km, P.V.N.N Road from Ch. 0.000 km to 0.350 km, Kalika Das Road, Temple Street Road, Kalika Das Bye Lane Road and Biswas Para Bye Lane
2026_WBPWD_5018993_4
WBPWD/EE/COB_DIVN/NIT_19/26_27
Open Tender
CIVIL WORKS
Percentage
15 days
COOCHBEHAR
Please refer Tender documents.
5 documents required · 5 mandatory
₹19,531
Yes
10 Sept 2026
22 Aug 2026
31 Aug 2026
22 Aug 2026
29 Aug 2026
22 Aug 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
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)
By Manual Means Bituminous courses | - | Cu.M | 827.85 | - |
| 2 | 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)
By Manual Means Granular courses | - | Cu.M | 587.83 | - |
| 3 | 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).
By Manual Means; Grading-2 (Table 400-9); Using Screening (Table 400-10) Type-B (11.2 mm aggregate) | - | Cu.M | 3,685.83 | - |
| 4 | Prime Coat
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).
i)On WMM/WBM surface @ 0.70-1.0kg/sqm. | 1 | Sq.M | 145.42 | ₹145.27 |
| 5 | Repairing Pot-holes with Bituminous Macadam (Grading - II, for compacted thickness of upto 75mm)
Filling Pot Holes with Bituminous Macadam using Mobile Hot Mix plant (6-10 TPH) with approved crushed aggregates of specified grading premixed with bituminous binder @3.4% by wt. of the total mix, transported to site and laid in
the pot hole prepared before hand by cutting the edges to get a firm vertical face and by removing all the failed and loose materials including dust and applying tack coat evenly on the sides and on the surface as per specification, rolling the filled depression with 8-10 tonne smooth wheeled roller to achieve the desired compaction, including the cost and carriage of stone aggregates and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of all operational staff, quality control except the cost of tack coat complete as per direction of Engineer-in-charge. Payment to be made on the basis of the loose net volume of the stone aggregates used in the work. | 1 | Cu.M | 9,742.89 | ₹9,733.15 |
| 6 | 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).
i)On bituminous surface @ 0.20kg - 0.3kg /sqm. | 1 | Sq.M | 28.28 | ₹28.25 |
| 7 | Open - Graded Premix Surfacing Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen of approved grade to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled tandem or other approved type roller 8-10 tonne capacity, finished to required level and grades (Reference to MORT&H's specification clause 510). | - | Sq.M | 267.44 | - |
| 8 | Seal Coat
Providing and laying of premix sand seal coat with HMP using approved crushed stone chipping and viscosity grade paving bitumen of suitable approved grade.
Type - B | - | Sq.M | 97.35 | - |
| 9 | ADD GST @ 18.00% ON SUM OF AMOUNT Sl-01 to SL-8 | - | GST | 0.18 | - |
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