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Tender Value
₹53.0 L
EMD Value
₹5.3 L
Closing Date
9 Jul 2026, 11:00 amDue tomorrow
Executive Engineer.
Executive Engineer Minor Irrigation Department Near Dhanipur Block GT.Road Aligarh.
RENOVACTION OF POND IN VILLAGE NAGALA BANDI NIDHAULI KALAN
2026_UPMID_1159777_1
331-15-02/tack/POND/2026-27
Open Tender
Civil Works
90 days
RENOVACTION OF POND IN VILLAGE NAGALA BANDI NIDHA
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,590
Executive Engineer Minor Irrigation .
₹5.3 L
Yes
Aligarh
15 Jun 2026
15 Jun 2026
10 Jul 2026
15 Jun 2026
9 Jul 2026
15 Jun 2026
16 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation in ordinary soil with pocKlain machine and shifting on the bund by Tractor and Trolly as the directed by the engineer incharge . FILLING IN BERM AND BASE OF BANDHA) | 22,857.87 | m³ | - | - |
| 2 | Earth work in excavation in Slush with pocKlain machine and shifting by Tractor and Trolly as the directed by the engineer incharge . | 3,789.79 | m³ | - | - |
| 3 | Earth work in excavation in ordinary soil with pocKlain machine and shifting to Gram panchayat by Tractor and Trolly as the directed by the engineer incharge . | 4,933.94 | m³ | - | - |
| 4 | Dressing of the bund 100% | 15,863.75 | m³ | - | - |
| 5 | Shifted the qty of the Slush and qty hand over to GP up to 1.0 km distance as SI 261(B +231A) . | 8,723.74 | m³ | - | - |
| 6 | Class -150 (Non Modular ) brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials labour and T & P etc . Required for proper completion of work ( coarse sand not less than 2.25 FM) | 74.29 | m³ | - | - |
| 7 | Supply & Laying of 80mm thick interlocking tiles i/c levelling & dressing of surface up to required level & slopes and filling joints with fine sand i/c all materials,labour and T&P etc with the base of 4cm the local sand layer . | 9 | m² | - | - |
| 8 | E/W in excavation of ordinary soil 1.5 m. lift and 30.00 m. lead in foundation inlet,and ramp out let Complete work. | 163.65 | m³ | - | - |
| 9 | PCC 1:4:8 INLET + UTLET +RAMP+ INT + FANCING | 29.17 | m³ | - | - |
| 10 | PCC 1:2:4 INLET +RAMP+outlet+ INT + FANCING | 19.08 | m³ | - | - |
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