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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.4 LAccepted-AOC MOHALLS BADI HAAL BAHRAICH UTTAR PRADESH | HAMIRPUR | UTTAR PRADESH | 210301 | ₹17.4 L | L1 | Accepted-AOC FINANCIAL BID ACCEPTED OF PRICE RS. 1736027.00 |
| 2 | L2₹17.4 LRejected-Finance BAHRAICH | GHAZIABAD | UTTAR PRADESH | 201001 | ₹17.4 L | L2 | Rejected-Finance REJECTED DUE TO HIGHER RATE QUOTED |
| 3 | Rejected-Technical | - | - | Rejected-Technical REJECTED FOR FINANCIAL EVALUATION |
Updated dates
Tender Value
₹17.4 L
EMD Value
₹1.7 L
Closing Date
5 Dec 2025, 12:00 pmClosed
EXECUTIVE ENGINEER
OFFICE OF THE EXECUTIVE ENGINEER, PD, PWD, BAHRAICH
SPECIAL REPAIR WORK GRAM-BHAGTAPUR TO SAHDEI VIA ALASPUR AGAIYA LINK ROAD IN DISTRICT BAHRAICH FINANCIAL YEAR 2025-26 (VIDHAN SABHA-MATERA)
2025_CEDPW_1089205_2
3677 /1A-11 DATED 06-11-2025
Open Tender
Civil Works - Roads
60 days
BAHRAICH
Please refer Tender documents.
2 documents required · 2 mandatory
₹945
₹1.7 L
Yes
OFFICE OF THE EXECUTIVE ENGINEER, PD, PWD, BAHRAIC
18 Mar 2026
15 Nov 2025
5 Dec 2025
15 Nov 2025
5 Dec 2025
15 Nov 2025
20 Nov 2025
WBM G-3 - Providing, laying, spreading and compacting stone aggregate of 22.4-53mm size to water bound macadam grade-3 specification including spreading in uniform thickness, hand packing, rolling with smooth whee roller 80-100 Kn in stages to proper grade and camber, applying and brooming, stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Clauses 405.
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days including Trimixing by floating method & adding hardener in required quantity and depth upto 5 cm complete as per directions of Engineer-In-charge to meet Tenchinal specifications.
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tech_eval.pdf
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boq_comp_chart.xlsx
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Tendernotice_1.pdf
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BOQ_1999224.xls
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T13677.pdf
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