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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.7 LAccepted-Finance | ₹14.7 L | L1 | Accepted-Finance Lowest Bidder |
| 2 | L2₹20.2 L+₹5.6 L (38.0%)Accepted-Finance | ₹20.2 L+₹5.6 L (38.0%) | L2 | Accepted-Finance L2 |
| 3 | L3₹23.3 L+₹8.7 L (59.1%)Rejected-Finance | ₹23.3 L+₹8.7 L (59.1%) | L3 | Rejected-Finance Higher Bid |
| 4 | L4₹25.2 L+₹10.6 L (72.2%)Rejected-Finance PALASHBARI ROAD P O DIST COOCH BEHAR PIN 736101 | COOCH BEHAR | COOCH BEHAR | WEST BENGAL | 736101 | ₹25.2 L+₹10.6 L (72.2%) | L4 | Rejected-Finance Higher Bid |
| 5 | L5₹26.5 L+₹11.9 L (80.9%)Rejected-Finance | ₹26.5 L+₹11.9 L (80.9%) | L5 | Rejected-Finance Higher Bid |
Tender Value
₹25.3 L
EMD Value
₹50,574
Closing Date
28 Aug 2026, 5:00 pmClosed
ENGINEER, COOCHBEHAR HIGHWAY DIVISION,
OFFICE OF THE EXECUTIVE ENGINEER, COOCHBEHAR HIGHWAY DIVISION, PUBLIC WORKS (ROADS) DIRECTORATE, silver jubilee road, cooch Behar , west Bengal
Emergent Pothole Repairing Work on Sonapur Pundibari road from 1.00 km to 3.00 km in stretches under Cooch Behar Highway Division in district of Cooch Behar.
2026_WBPWD_5018528_2
NIT/11E/2026-27/EECHD/PWRD
Open Tender
CIVIL WORKS
Percentage
30 days
Cooch Behar
Please refer Tender documents.
6 documents required · 6 mandatory
₹50,574
Yes
Office of the E.E., CHD
26 Sept 2026
13 Aug 2026
31 Aug 2026
15 Aug 2026
28 Aug 2026
15 Aug 2026
17 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 | 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 @ 0.85kg /sqm. Using Cationic CSS-1 | 80 | Sqm | 95.45 | ₹7,636 |
| 2 | 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).
On bituminous surface @ 0.25kg /sqm Using Cationic RS-1 (Packed) | 4,476.5 | Sqm | 28.55 | ₹1,27,804.08 |
| 3 | 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).
ii) On Granular surface treated with primer @ 0.275 /sqm. Using Cationic RS-I | 80 | Sqm | 31.23 | ₹2,498.4 |
| 4 | 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. the filled depression. Using pakur variety & VG-30 (Bulk)
20.00 mm Stone Chips = 0.049 m3/m3
13.20 mm Stone Chips = 0.232 m3/m3
5.60 mm Stone Chips = 0.457 m3/m3
Stone dust (2.36 mm to 75 micron)=0.260 m3
VG-30 (Bulk)Bitumen - 52.81 kg | 24.92 | Cum | 13,601.7 | ₹3,38,954.36 |
| 5 | Filling Pot-holes and Patch Repairs with open-Graded Premix surfacing, 20mm.
Removal of all failed material, inthe pavement courses and if necessary belowthe pavement,until the root causes of the failure is removed, the trimming of completed excavation to provide firm vertical faces; specified for the pavement layer; applicationof tackcoat conforming to cl.503 of MORT&H's specification on to the sides and base of excavation prior to placing hot bituminous material as per clause 510 and the compaction, trimming and finishing of the surfaces of all patches to form a smooth continuous surface, level with the surrounding road as per the requirement of clause 3004.2 of MORT&H's specification.
13.20 mm Stone Chips = 0.018 m3/m3
11.20 mm Stone Chips = 0.009 m3/m3
VG-30 (Bulk)Bitumen - 1.46 kg/m2 | 4,322.5 | Sqm | 273.88 | ₹11,83,846.3 |
| 6 | Seal Coat
Case - II : Type B
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using. Type A and B seal coats (Reference to MORT&H's specification clause 511)
Providing and laying of premix sand seal coat with HMP using approved crushed stone chipping and viscosity grade paving bitumen of suitable approved grade.
( Stone dust or stone chips = 2.36 mm to 90 micron= 0.006 m3/m3
13.20 mm Stone Chips = 0.36 m3/m3
VG-30 (Bulk)Bitumen - 0.68 kg m2 | 4,556.5 | Sqm | 99.19 | ₹4,51,959.24 |
| 7 | Crusher Run Macadam Base:
Providing crushed stone aggregate conforming to table 400-14, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 407 to form a layer of subbase/ Base (Reference to MoRT&H's specification 407). By Mix in Place Method,For 53 mm maximum size.
North Bengal Variety. For Patching works
45 mm Stone Chips = 0.09 m3/m3
22.4 mm Stone Chips = 0.034 m3/m3
5.6 mm Stone Chips = 0.43 m3/m3
Stone dust= 0.46 m3/m3 | 12 | Cum | 2,523.72 | ₹30,284.64 |
| 8 | Add GST@18% on Rs . 2142982.00 i.e. total amount over item no1 to 7 | - | % percentage | 18 | - |
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