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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.4 LAccepted-AOC ARUAR BHATAR PURBA BARDHAMAN | BHATAR | PURBA BARDHAMAN | WEST BENGAL | ₹8.4 L | L1 | Accepted-AOC 1ST LOWEST |
| 2 | L2₹9.7 LRejected-Finance DHARALA PANAGARH BAZAR BARDHAMAN 713148 | PURBA BARDHAMAN | PURBA BARDHAMAN | WEST BENGAL | 713148 | ₹9.7 L | L2 | Rejected-Finance 2ND LOWEST |
| 3 | L3₹10.2 LRejected-Finance VILL RAMPUR P O ARUAR DIST PURBA BARDHAMAN | PURBA BARDHAMAN | WEST BENGAL | ₹10.2 L | L3 | Rejected-Finance 3RD LOWEST |
Tender Value
₹9.7 L
EMD Value
₹19,423
Closing Date
27 Nov 2025, 1:00 pmClosed
EE-I,DCD
OFFICE OF THE EE-I,DCD
Construction of Single vent Box culvert (2mX 2m) near Fagupur Matial Reg gate at Mouza- Matial in Block Bardhaman-I in the District of Purba Bardhaman within Alamganj (I) Section of D.C. Head- Qtr. Sub Division under D. C. Division (2nd call).
2025_IWD_940341_2
WBIW/EE-I/DCD/e-NIT-25/2025-26
Open Tender
CIVIL WORKS
90 days
Matial
Please refer Tender documents.
5 documents required · 5 mandatory
₹19,423
Yes
13 Feb 2026
12 Nov 2025
27 Nov 2025
12 Nov 2025
27 Nov 2025
12 Nov 2025
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 for Rural Roads of MORD. Above 600 mm to 900 mm dia Hume pipe
Excavation for Structures 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 . By Mechanical Means using excavator of suitable capacity and tipper trucks. With pumping out water including shoring as required.
Earthwork in filling in foundation trenches with good earth in layers not exceeding 15 cm including watering and rammimg layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by the department within a lead of 150 m.
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.
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. M-15 Grade Using concrete mixer.
Curtain wall complete as per drawing and Technical specification, II. Cement concrete Grade M15.
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. RCC Grade M25. Using concrete mixer.
Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, 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 as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications. RCC Grade M25, Height upto 5m.
Furnishing and Placing Reinforced / Pre-stressed Cement concrete in Super-structure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement and admixtures, 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 as per drawing and technical specification including the cost of necessary form work and staging complete. as per drawing and technical specifications. RCC Grade M25, Using Concrete Mixer, For solid slab super-structure, Height upto 5m.
Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation 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. Tor Steel rods / HYSD bars / TMT bars (SAIL/ TATA / RINL ).
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.Tor Steel rods / HYSD bars / TMT bars (SAIL/ TATA / RINL )
Supplying, fitting and placing HYSD bar reinforcement in Bridge Super-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. Tor Steel rods / HYSD bars / TMT bars (SAIL/ TATA / RINL ).
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. Granular material.
Providing and laying Cement concrete Wearing coat M-30 grade with graded stone chips 19mm down including screening and cleaning approved stone chips and sand as necessary laying, finishing complete to camber and grade, curing with water, including cost and carriage of all materials and hire charges for form work including reinforcement complete as per drawing and Technical Specifications vide clause no. 2702 of MoRT&H’s Specification for Road & Bridge Works.
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EICIn Ground Floor: Two Coats.
Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer In Ground floor (Two Coat). Normal Acrylic Emulsion.
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