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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.6 LAccepted-AOC 15 1 M K CHOWDHURY 2ND LANE NABADWIP NADIA 741302 | NABADWIP | NADIA | WEST BENGAL | 741302 | ₹43.6 L | L1 | Accepted-AOC Quoted lowest rate |
| 2 | L2₹52.2 LRejected-Finance | ₹52.2 L | L2 | Rejected-Finance Quoted higher rate |
| 3 | L3₹53.1 LRejected-Finance | ₹53.1 L | L3 | Rejected-Finance Quoted higher rate |
| 4 | Rejected-Technical VILL P O KULUT P S MONTESWAR DIST PURBA BARDHAMAN PIN 713422 | KULUT | PURBA BARDHAMAN | WEST BENGAL | 713422 | - | - | Rejected-Technical Rejected Due to non submission of credential of required machineries as per NIT |
Tender Value
₹48.7 L
EMD Value
₹97,462
Closing Date
27 Jan 2026, 2:00 pmClosed
EXECUTIVE ENGINEER, BURDWAN SOUTH HIGHWAY DIVISION
OFFICE OF THE EXECUTIVE ENGINEER, BURDWAN SOUTH HIGHWAY DIVISION P.W. (ROADS) DIRECTORATE, AFTAB CLUB COMPOUND, BURDWAN 713101
Saptagram-Tribeni-Kalna-Katwa (STKK) Road (SH-6)-Construction of storm water drain from 58.710 km to 59.000 kmp (left side) under Burdwan South Highway Division in the district of Purba Bardhaman.(2nd Call)
2026_WBPWD_984100_1
WBPWD/RD/EE/BSHD/NIT16/25-26
Open Tender
CIVIL WORKS
60 days
BURDWAN
Please refer Tender documents.
2 documents required · 2 mandatory
₹97,462
Yes
AFTAB CLUB COMPOUND, BURDWAN 713101
18 Feb 2026
6 Jan 2026
29 Jan 2026
10 Jan 2026
27 Jan 2026
10 Jan 2026
10 Jan 2026
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. a) upto 3 m depth (i) Without pumping out water and shoring
Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.
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. (b) Where staging is not required.
Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge.
Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. (a) M-15 Grade Using concrete mixer.
(c) M-25 Grade: Using concrete mixer.
Supplying and Laying in the specified pattern of Interlocking Concrete Block Pavements (ICBP) with concrete blocks (with concrete grade as specified as per Table 1 of IS 15658 : 2006) manufactured from BIS licence manufacturer, with spacer nib (small protruding profiles on the vertical face of a paver block used as a device for keeping minimum joint gap in between the paving blocks, as per Cl. No. 3.26 of IS : 15658) and of specified size and shape with aspect ratio (The ratio of length to thickness of a paver block, as per Cl. No. 3.3 of IS : 15658) as per Table 2 of IS : 15658 with flexural strength/breaking load as per Annexure G of IS : 15658, on the prepared base course of specified CBR as per Table 1 of IRC SP 63 (2018) or else as mentioned in design and drawing with a cushion of compacted bedding sand of 25-35 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps in between paver blocks with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.1 of IRC SP 63) and filling up the gaps in between paver blocks with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2 of IRC SP 63)and completing the edge with cut blocks as per Cl. No. 8.7 of IRC SP -63 (2018) with proper confinement of bedding and joint filling sand, compaction, levelling and filling up of the edge gap. 60 mm thick. (i) Grey
GST-18% (sgst=9% & cgst=9%)ADD
WEST BENGAL LABOUR WELFARE CESS=1% ADD
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