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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹16.9 LAccepted-AOC 8B 70 DEV NAGAR NEW AGRA MATHURA | MATHURA | UTTAR PRADESH | 209402 | ₹16.9 L | 1 | Accepted-AOC L1 |
| 2 | 2₹19.0 LRejected-Finance 526 RADHIKA NAGAR KRISHNA NAGAR MATHURA | MATHURA | ₹19.0 L | 2 | Rejected-Finance 2 |
| 3 | 3₹19.2 LRejected-Finance | ₹19.2 L | 3 | Rejected-Finance 3 |
| 4 | 4₹26.6 LRejected-Finance | ₹26.6 L | 4 | Rejected-Finance 4 |
Tender Value
₹26.5 L
EMD Value
₹2.6 L
Closing Date
25 Feb 2026, 12:30 pmClosed
Executive Engineer PD PWD Mathura
Executive Engineer PD PWD Mathura
Special Repair work of Refinary Township to Bhudarsu Road in District Mathura
2026_CEAGR_1117221_4
384/A-7/2025-26 Dated 30.01.2026
Open Tender
Civil Works - Roads
60 days
Mathura
Special Repair work of Refinary Township to Bhudarsu Road in District Mathura
2 documents required · 2 mandatory
₹860
₹2.6 L
Yes
1 Apr 2026
17 Feb 2026
25 Feb 2026
17 Feb 2026
25 Feb 2026
19 Feb 2026
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site. spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1. As per SOR Chapter No. 5 Sl No. 21
Providing, laying, spreading and compacting machine crushed stone ballast of approved quarry of 53~22.4mm size to water bound macadam of G-3 specification including spreading in uniform thickness, hand packing rolling with power roller 8 to 10 tonnes in stages to proper grade and camber applying and brooming with crushable screening material i.e. stone dust to fill-up the interstices of coarse aggregate, watering & rolling making necessary earthen bund to protect edges, lighting, guarding, barricadding etc. including the cost of all materials, labour, T & P etc. required for proper completion of work as per MORD specifications no 405.
Construction of un-reinforced, plain cement concrete avement thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregate 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, expansion, construction and constructionl joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, curing compund (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. (For Mathura)
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