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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.6 LAccepted-Finance | ₹5.6 L | 1 | Accepted-Finance 1 |
| 2 | 2₹6.2 LRejected-Finance | ₹6.2 L | 2 | Rejected-Finance 2 |
| 3 | 3₹6.4 LRejected-Finance | ₹6.4 L | 3 | Rejected-Finance 3 |
| 4 | 4₹6.6 LRejected-Finance | ₹6.6 L | 4 | Rejected-Finance 4 |
| 5 | 5₹6.6 LRejected-Finance SHOP NO 03 MVDA CAMPUS CIVIL LINES MATHURA 32 CIVIL LINES MVDA CAMPUS MATHURA MVDA CAMPUS MATHURA MATHURA UTTAR PRADESH 281001 UDYAM UP 54 0009871 09AXOPS3798N1Z4 B R | MATHURA | UTTAR PRADESH | 281001 | ₹6.6 L | 5 | Rejected-Finance 5 |
Tender Value
₹8 L
EMD Value
₹80,000
Closing Date
25 Feb 2026, 12:30 pmClosed
EE PD PWD Mathura
EE PD PWD Mathura
Renewal work with PC on Bad Railway Feedar road (ODR) K.M. 1 (800) in Distt. Mathura.
2026_CEAGR_1117420_5
431/A-7/2025-26 Dated 03.02.2026
Open Tender
Civil Works - Roads
60 days
Mathura
Renewal work with PC on Bad Railway Feedar road (ODR) K.M. 1 (800) in Distt. Mathura.
2 documents required · 2 mandatory
₹770
₹80,000
Yes
10 Mar 2026
18 Feb 2026
25 Feb 2026
18 Feb 2026
25 Feb 2026
19 Feb 2026
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. required for proper completion of work as per MORT&H specifications no 404 (4.9) .
Providing & applying Tack Coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20Kg./Sqm. on the prepared primed granular/old painted surface, cleaned with air compressor, including all Taxes, Material, Labour, T&P etc required for proper completion of the work. (For Bitumenous Surface). (including Cost of Bitumen)
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades. as per MORT&H specification No. 510.
Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.
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 Ch.-5 SL. No 21)
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