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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹13.7 L+₹45,510.24 (3.42%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹14.2 L+₹90,707.71 (6.82%)Rejected-Finance | L3 | Rejected-Finance Higher Bid |
Tender Value
₹15.6 L
EMD Value
₹31,279
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
Natabari-Bhatibari Road-1.50 km to 3.50 km and Chilakhana-Natabari Road from 5.00 kmp to 9.80 km pre-monsoon potholes repair work under Cooch Behar Highway Division in the district of Cooch Behar.
2026_WBPWD_5014929_1
NIT/04E/2026-27/EECHD/PWRD
Open Tender
CIVIL WORKS
Percentage
40 days
Cooch Behar
Please refer Tender documents.
6 documents required · 6 mandatory
₹31,279
Yes
Office of the Executive Engineer, Cooch Behar High
27 Jul 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 | 8.02 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. | 3,202.05 | m2 | 22.6 | ₹72,366.33 |
| 2 | Repairing pot-holes and making up small depressions with ramming or power rolling i cluding 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. [Payment to the Contractor is to be made on the basis of loose net volume of coarse aggregate only excluding key aggregates]
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 the work)
(ii) Using Mobile Hot Mix Plant (Light duty) | 46.26 | m3 | 4,775.08 | ₹2,20,895.2 |
| 3 | 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 heatingstone 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.
Excluding Tack Coat | 2,469 | m2 | 121.91 | ₹3,00,995.79 |
| 4 | Providing and applying tack coat using Cationic bituminous emulsion of approved grade conforming to IS : 8887-1978, over prepared surface including cleaning of surface with mechanical broom, moistening the surface, applying tack coat including cost and carriage of emulsion, hire charges of machineries and labour, cost of fuel and lubricants all complete as per specification and direction of the Engineer-in-charge.
(i) On Bituminous Surface (Using Bitumen Emulsion at the rate of 0.20 to 0.30 kg per sqm.) | 2,048.46 | sqm | 10.16 | ₹20,812.35 |
| 4.01 | (ii) On Granular surfaces treated with primer (Using Bitumen emulsion at the rate of 0.25 to 0.30 kg per sqm.) | 1,577.04 | sqm | 11.04 | ₹17,410.52 |
| 5 | 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).
II) By Manual Means
With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.) | 2,469 | m2 | 45.94 | ₹1,13,425.86 |
| 6 | 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. | 126 | cum | 2,981.18 | ₹3,75,628.68 |
| 7 | Prime Coat
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).
(i) For WBM / WMM Surface:
(with primer @ 0.70-1.0 kg/sqm) | 1,577.04 | m2 | 35.53 | ₹56,032.23 |
| 8 | Filling empty Cement bags with silver sand stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete including cost of sand and gunny bags. | 3,857 | m3 | 14.81 | ₹57,122.17 |
| 9 | Close Bamboo Walling made of 65mm to 75mm dia.
bamboos (in single line) driven about half-length into
the ground side by side, with stout stays at an interval
of 1m, 3nos. of half split bamboo runner of same dia
fitted and fixed with nails etc. complete as per
direction. (Measurement to be taken along the
length of piling after finishing the works). | 150 | m4 | 517 | ₹77,550 |
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