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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.5 LAccepted-AOC | ₹9.5 L | 1 | Accepted-AOC Lowest Tender |
| 2 | 2₹9.7 LRejected-Finance | ₹9.7 L | 2 | Rejected-Finance L 2 |
| 3 | 3₹9.8 LRejected-Finance | ₹9.8 L | 3 | Rejected-Finance L 3 |
| 4 | 4₹10.0 LRejected-Finance | ₹10.0 L | 4 | Rejected-Finance L 4 |
| 5 | 5₹10.0 LRejected-Finance LAKSHMI NAGAR ACHHALDA AURAIYA | ETAWAH | UTTAR PRADESH | 206120 | ₹10.0 L | 5 | Rejected-Finance L 5 |
Tender Value
₹15.8 L
EMD Value
₹1.6 L
Closing Date
30 Jan 2026, 12:00 pmClosed
ee pd pwd Gorakhpur
ee pd pwd Gorakhpur
SR work of Maghipar Pasi Tola Link Road in Distt Gorakhpur in FY 2025 -26 Lot No 05 of 05
2026_CEGKP_1108667_5
83/5 Lekha Date 08.01.2026
Open Tender
Civil Works
60 days
ee pd pwd Gorakhpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹944
₹1.6 L
23 Feb 2026
23 Jan 2026
30 Jan 2026
23 Jan 2026
30 Jan 2026
23 Jan 2026
WBM G-3 Providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying and brooming stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required dencity as per MORD technical specification clause 405
Construction of un-reinforced, plain cement concrete pavement thickness 150mm, 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 batch 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 leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using plate vibrators and finshed in continous operation including provision of contraction, expansion, joints, joint filler, separation membrane, bitumenous sealant, joint sealant.In proper lines and grades as per drawing and Technical Specification Clause 1501 including proper curing.
Construction of Embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirment of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 For Patri
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