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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.4 LAccepted-AOC | ₹22.4 L | L1 | Accepted-AOC L1 BIDDER |
| 2 | L2₹22.4 LRejected-AOC 26 NEAR FIRE STATION EAST GURU ANGAD NAGAR LAXMI NAGAR NEW DELHI DELHI 110092 | EAST DELHI | DELHI | 110092 | ₹22.4 L | L2 | Rejected-AOC L2 BIDDER |
| 3 | L3₹22.5 LRejected-Finance | ₹22.5 L | L3 | Rejected-Finance L3 BIDDER |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non Eligible |
Tender Value
₹21.8 L
EMD Value
₹43,609
Closing Date
13 Dec 2025, 3:30 pmClosed
Gouranga Haldar
OFFICE OF THE EXECUTIVE ENGINEER MIDNAPORE HIGHWAY DIVISION P.W.(ROADS) DIRECTORATE, SAHID MANGAL PANDEY SARANI, MIDNAPORE PASHIM MEDINIPUR, PIN-721101
Construction of Storm Water Drain on Left side of road from 11.940 km to 12.090 km at Keshiary Market of Belda to Keshiary Road (SH-5) under Midnapore Highway Division in the District of Paschim Medinipur. Ch. To SDMF / Non-Plan.
2025_WBPWD_952792_4
WBPWD/RDS/NIT-14 (Sl. No. 1 to 7)/25-26/EE/MHD
Open Tender
CIVIL WORKS
45 days
Midnapore
Please refer Tender documents.
4 documents required · 4 mandatory
₹43,609
Yes
28 Jan 2026
18 Nov 2025
15 Dec 2025
19 Nov 2025
13 Dec 2025
21 Nov 2025
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 for Rural Roads of MORD including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
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.
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. i) PCC M-15 grade
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, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. Where staging is not required.
Providing and laying Design Mix plain concrete work in any part of bridge with pakur coarse aggregates of appropriate nominal size and grading, fine aggregate (Coarse 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. ii) PCC M-20 grade concrete 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. E. RCC Grade M25 (i) Height upto 5m I) Using concrete mixer
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.
Add GST @ 18% on Rs.1829534.00 i.e. total amount over item No. 1 to 7
Add Labour Welfare Cess @ 1% on Rs. 2158850.00 i.e. Total amount over item No. 1 to 8 plus 18%GST amount
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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