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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.9 LAccepted-AOC MUNICIPAL CORPORATION URBAN LOCAL BODIES FATEHABAD | ₹8.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹9.5 L+₹62,695.80 (7.08%)Rejected-Finance VILLAGE DHANI DULAT DISTT FATEHABAD VILLAGE TIBBI DHANI DULAT DISTT FATEHABAD 125106 | FATEHABAD | FATEHABAD | HARYANA | 125106 | ₹9.5 L+₹62,695.80 (7.08%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | The Fatehabad Shankar Labour And Construction Coop. Society Ltd. L1 | THE DHANI DULAT BALA JI COOP L/C SOC. LTD. L2 |
|---|---|---|---|---|---|
| 1.00 | Analysis of Rate for 400mm i/d RCC Pipe NP-3 Av.Depth=1.27 Mtr (Unit=1 Mtr.) | 319 | Metre | 1,869.6 ₹5,96,402.4 | 1,650 ₹5,26,350 Lowest |
| 2.00 | Analysis of Manhole on 400mm dia RCC Pipe Size=1.52 x 0.91 Mtr Av.Depth=1.27 Mtr. | 5 | Metre | 5,700 ₹28,500 Lowest | 10,000 ₹50,000 |
| 3.00 | Analysis of Manhole on 400mm dia RCC Pipe Size=1.52 x 0.91 Mtr Av.Depth=2.26 Mtr. | 5 | Each | 33,250 ₹1,66,250 | 20,000 ₹1,00,000 Lowest |
| 4.00 | Analysis of Rate for 250mm S.W Pipe Connecting Sewer to road Gully (Taking Av. Length per road gully=10 Mtr. | 15 | Each | 4,275 ₹64,125 Lowest | 16,000 ₹2,40,000 |
Tender Value
₹10.7 L
EMD Value
₹21,365
Closing Date
26 Jun 2026, 3:00 pmClosed
Sumit Chopra
Municipal Council Fatehabad
Laying of Storm Water Line from Hisar-Sirsa road to Model road in Ward No. 24 MC Fatehabad
2026_HRY_529722_1
2026DF3E1EC9 9BB8 4860 A8B4 BBB0A5AABAE8272ULB
Open Tender
Civil Works
Works
180 days
Fatehabad
first time
2 documents required · 2 mandatory
₹1,000
₹21,365
Yes
19 Sept 2026
16 Jun 2026
26 Jun 2026
16 Jun 2026
26 Jun 2026
16 Jun 2026
16 Jun 2026 - 18 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Analysis of Rate for 400mm i/d RCC Pipe NP-3 Av.Depth=1.27 Mtr (Unit=1 Mtr.) | - | Metre | - | - |
| 2 | Analysis of Manhole on 400mm dia RCC Pipe Size=1.52 x 0.91 Mtr Av.Depth=1.27 Mtr. | - | Metre | - | - |
| 3 | Analysis of Manhole on 400mm dia RCC Pipe Size=1.52 x 0.91 Mtr Av.Depth=2.26 Mtr. | - | Each | - | - |
| 4 | Analysis of Rate for 250mm S.W Pipe Connecting Sewer to road Gully (Taking Av. Length per road gully=10 Mtr. | - | Each | - | - |
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