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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.3 LAccepted-Finance | L1 | Accepted-Finance Lowest Bidder | |
| 2 | L2₹12.6 L+₹34,880.15 (2.84%)Accepted-Finance | L2 | Accepted-Finance L2 | |
| 3 | L3₹12.9 L+₹62,514.06 (5.09%)Rejected-Finance | L3 | Rejected-Finance Higher Bid | |
| 4 | Rejected-Technical | - | Rejected-Technical Technically Rejected due to insufficient credential in Bituminous Pavement work. |
Tender Value
₹12.3 L
EMD Value
₹24,563
Closing Date
27 Jul 2026, 12:00 pmClosed
E.E., Cob. Hwy. Divn.
Office of the Executive Engineer, Cooch Behar Highway Division, Cooch Behar
Emergent potholes repairing of Chetra Chekapdera Bazar (13th Kmp of Dinhata Balarampur Road) to Nazirhat Bazar road via Balakura New Bazar in stretch from 0.00 to 4.05 km, under Cooch Behar Highway Division in the district of CoochBehar. ( 2nd call)
2026_WBPWD_5016623_1
NIT/04E/2ndCall/2026-27/EECHD
Open Tender
CIVIL WORKS
Percentage
30 days
Cooch Behar
Please refer Tender documents.
6 documents required · 6 mandatory
₹24,563
Yes
Office of the E.E., Cob. Hwy. Divn.
11 Aug 2026
10 Jul 2026
29 Jul 2026
13 Jul 2026
27 Jul 2026
13 Jul 2026
14 Jul 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 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specifications Clause 201 for Rural Roads of MORD. | 0.08 | Hect. | 44,978 | ₹3,598.24 |
| 2 | Earthwork in excavation from borrow pits
Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement) | 100 | Cum | 89.9 | ₹8,990 |
| 3 | Extra for manual compaction of earth by rammers/hand roller in 250 mmlayers including watering etc. if required. (Borrow pit measurement). | 100 | Cum | 20 | ₹2,000 |
| 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 Bituminous Surface (Using Bitumen Emulsion at the rate of 0.20 to 0.30 kg per sqm.) | 455.63 | Sqm | 10.17 | ₹4,633.76 |
| 5 | 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. | 3,948.75 | Sqm | 148.77 | ₹5,87,455.54 |
| 6 | 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. | 3,948.75 | Sqm | 47.12 | ₹1,86,065.1 |
| 7 | 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]
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)
Using Mobile HMP (Light duty) | 29.62 | Cum | 4,957.12 | ₹1,46,829.89 |
| 8 | 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).
With bamboos of length above 2.00m and upto 2.50m | 100 | Mtr | 517 | ₹51,700 |
| 9 | Supplying empty Cement bags in good condition and filling the same with silver sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete. | 2,650 | Each | 14.81 | ₹39,246.5 |
| 10 | Add GST@18% on Rs . 10,30,520.00 i.e. total amount over item no1 to 9 | - | % percentage | 18 | - |
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