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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 LAccepted-AOC BOGCHARA KALIGRAM CHANCHAL DIST MALDA 732126 | CHANCHAL | MALDA | WEST BENGAL | 732126 | ₹10.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹10.1 LRejected-Finance BUS STAND CHANCHAL P O CHANCHAL P S CHANCHAL DIST MALDA PIN 732123 | CHANCHAL | MALDA | WEST BENGAL | 732123 | ₹10.1 L | L2 | Rejected-Finance L2 |
| 3 | L2₹10.1 LRejected-Finance DAKSHIN PARA P S CHANCHAL DIST MALDA 732123 | CHANCHAL | MALDA | WEST BENGAL | 732123 | ₹10.1 L | L2 | Rejected-Finance L2 |
| 4 | L2₹10.1 LRejected-Finance VILL SANJIB P O BIROSTHALI P S CHANCHAL DIST MALDA STATE WEST BENGAL PIN 732123 | CHANCHAL | MALDA | WEST BENGAL | 732123 | ₹10.1 L | L2 | Rejected-Finance L2 |
| 5 | L3₹10.3 LRejected-Finance MALANCHA PALLY PO MOKDUMPUR DIST MALDA PIN 732103 | MALDA | MALDA | WEST BENGAL | 732103 | ₹10.3 L | L3 | Rejected-Finance L3 |
Tender Value
₹10.0 L
EMD Value
₹19,973
Closing Date
10 Feb 2026, 3:00 pmClosed
The Executive Engineer, Malda Highway Division
Singatala, Malda
Repairing works of the Link Road of Kaligram Village from 0.70 Km to 1.06 Km, along with the restoration of the shoulder using Paver Blocks under the Malda Highway Division, during FY 2025-2026.
2026_SH_995073_1
WBPWRD/EE/MHD/eNIT-15/2025-26
Open Tender
CIVIL WORKS
30 days
Malda
Please refer Tender documents.
3 documents required · 3 mandatory
₹19,973
Yes
10 Mar 2026
28 Jan 2026
12 Feb 2026
28 Jan 2026
10 Feb 2026
28 Jan 2026
Labour for picking up existing metalled road surface to a specified average depth, including screening and stacking the pavement materials. (b) For average depth above 40 mm but not exceeding 75 mm by manual means: (i) Stone-metal surface.
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. 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)
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 using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by suitable arrangement, 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 stonechips and matrix, heating the matrix, preheating theaggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) etc complete.
Providing and laying Premixed Seal Coat (Type B) with approved quality 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 etc complte.
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 surfaces (Using Bitumen emulsion at the rate of 0.25 kg per sqm.)
80 mm thick interlocking designer concrete paver block M-50 grade for medium-traffic zone & utility cuts on arterial roads etc. as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular/ granular sub-base course & filling the interstices of blocks with fine sand by brooming & subsequent watering including cost of sand for sand bed but excluding cost of base, sub-base course & subgrade preparation.) complete as per direction of Engineer-in-Charge. [Note: Subgrade CBR shouldnot be less than 5] Grey
Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. A) PCC Grade M20
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