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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.1 L+₹81,300.35 (11.1%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹8.3 L+₹98,030.68 (13.4%)Rejected-Finance | L3 | Rejected-Finance Higher Bid |
Tender Value
₹9.0 L
EMD Value
₹18,087
Closing Date
22 Jun 2026, 12:00 pmClosed
Executive Engineer, Cooch Behar Highway Division
Office of the Executive Engineer, Cooch Behar Highway Division, Cooch Behar
Patch repairing works of 0.00 km to 2.00 km from 8th km of Pundibari-Baneswar (Chagolber Chowpati) to Gopalpur Health centre Link Road under Cooch Behar Highway Division in the district of Cooch Behar .
2026_WBPWD_5014929_2
NIT/04E/2026-27/EECHD/PWRD
Open Tender
CIVIL WORKS
Percentage
30 days
Cooch Behar
Please refer Tender documents.
6 documents required · 6 mandatory
₹18,087
Yes
Office of the Executive Engineer, Cooch Behar High
14 Aug 2026
3 Jun 2026
25 Jun 2026
8 Jun 2026
22 Jun 2026
8 Jun 2026
9 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 | Patching of potholes by draining water, cutting the pothole area to rectangular shape with vertical edges, removing all loose materials, screening and stacking the same for reuse with new materials as per requirement, filling the pothole area with additional volume of crushed stone materials / laterite / Jhama / broken shingles / coated stones of Pakur variety etc. and screenings as applicable, and compacting the same with static roller as per Water Bound Macadam Specification, including cost of all materials and machineries.
Grade -II aggregate @ 1m3/m3 & Type -B Screening 0.21m3/m3 | 37.5 | Cum | 2,811.6 | ₹1,05,435 |
| 2 | Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
For WBM / WMM Surface: (with primer @ 0.85 kg/sqm using SS-I type packed bituminous emulsion) | 375 | Sqm | 35.41 | ₹13,278.75 |
| 3 | Repairing pot-holes and making up small depressions with ramming or power rolling including screening. cleaning chips or metals and washing, drying as necessary and heating the chips or metal where necessary, cutting pot holes to regular shapes with vertical edges, cleaning the disintegrated materials, heating matrix and applying tack coat (including sides), finishing the top of repaired surface levelled with adjoining area, including cost and carriage of stone aggregates and matrix, excluding cost of applying tack coat. [Tack coat is to be considered separately]
i) With premixed Chips or Bajrees with 54 kg of bitumen per m3 of loose net volume of stone chips using concrete mixer machine. (The payment is to be made on the basis of loose net volume of stone materials consumed in thework
b) Using Mobile HMP (Light duty)
Pakur Variety Stone Materials and Packed VG-30 Bitumen
22.4 mm Stone Chips
11.2 mm stone Chips
[With Stacking) | 11.25 | Cum | 4,604.54 | ₹51,801.08 |
| 4 | Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
On Granular Surface treated with Primer (Using Bitumen Emulsion at the rate of 0.25 to 0.30 kg per sqm.) Using RS-I type packed bituminous emulsion. | 375 | Sqm | 11 | ₹4,125 |
| 5 | Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
On Bituminous Surface (Using Bitumen Emulsion at the rate of 0.20 to 0.30 kg per sqm.) | 1,725 | Sqm | 10.12 | ₹17,457 |
| 6 | Open-Graded Premix Surfacing using Bituminous (Viscosity grade Paving Bitumen / Modified bitumen) Binder and Mobile Hot Mix Plant (Light Duty) Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD. ( with Pakur Variety of Stone Chips and VG-30 packed bitumen @ 1.46 kg/sqm. (Excluding cost of Tack coat using MS grade @ 0.25 kg/sqm) (Pakur Variety Stone Material with Stacking) | 1,912.5 | Sqm | 129.7 | ₹2,48,051.25 |
| 7 | Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
By Manual Means With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.) Using Pakur Variety Stone Materials and Packed VG-30 Bitumen. | 1,912.5 | Sqm | 44.83 | ₹85,737.38 |
| 9 | Dressing and chilchalling Road flanks including cutting and filling with earth up to 150 mm average thickness finished with outward cross-grade of 1 in 30. | 720 | Sqm | 12.2 | ₹8,784 |
| 10 | Ordinary cement concrete (1:2:4) with graded stone chips( 20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per elevent IS codes. | 41.55 | Cum | 3,882.92 | ₹1,61,335.33 |
| 11 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.
Where staging not required. | 226.28 | Sqm | 214 | ₹48,423.92 |
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