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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical H N 9 12 CHIRANJEEV VIHAR GHAZIABAD | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | Accepted-Technical ACCEPTED |
| 2 | Rejected-Technical | Rejected-Technical Reject |
| 3 | Rejected-Technical ALIGARH UTTAR PRADESH | ALIGARH | UTTAR PRADESH | 202001 | Rejected-Technical Reject |
Tender Value
₹2.9 Cr
EMD Value
₹5.8 L
Closing Date
6 Jul 2026, 3:00 pmClosed
S.E.Drainage Circle. Aligarh
Office Of S.E.Drainage Circle. Aligarh
Brick on edge soling work on left service road of Chandrawali Mr. From Km. 0.000 to Km.5.200, Sabdalpur Mr. from Km. 0.000 to Km. 2.200, Birodi Mr. from Km. 0.000 to Km. 2.480 and Panchgai Mr. from Km. 0.000 to Km. 1.900 in District Bul
2026_UPIDC_1164914_1
05/SE/DCA/2026-27
Open Tender
Civil Works
Item Wise
60 days
BULANDSHAHAR
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,860
₹5.8 L
Office Of S.E.Drainage Circle. Aligarh
23 Jul 2026
30 Jun 2026
6 Jul 2026
30 Jun 2026
6 Jul 2026
30 Jun 2026
1 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Uprooting jhunds including dressing and back filling work | 5,865 | NOS | - | - |
| 2 | Earth work in embankment in ordinary soil, excavation to be in the form of regular pits and earth work in embankment to be in 20cm. Layer, including ramming and dressing the surface to the required levels and slopes and also including 1.50m lift and 30m lead.The earth form cutting to be used in making embankment or to be desposited as spoil bank within 30m distance as directed by Engineer-in-charge. (for Dowla) | 1,586.25 | CUM | - | - |
| 3 | Earth work in embankment by power transported earth with a lead beyond 200m.and upto 1.00km.inclunding excavation, loading, unloading,mechanically campaction,dressing and all lifts complete exculding royalty will be applicable from time to time on Govt.orders. | 11,925.32 | CUM | - | - |
| 4 | Brick on edge pavement with straight over burnt brick on parties with bricks,laid dry joints filled with fine sand including preparation of base to proper slope,and its ramming,spreading layer of 1 cm (3/8'') depth of local sand over the subgrade and including supply of all material,labour tools & plants etc.required for proper completion of the work. | 42,225 | SQM | - | - |
| 5 | Brick edging on both side of the road of first class bricks 7 cm.wide 11 cm.deep,laid with mud mortar including labour & supply of brick finished to the required templated and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in-charge. | 11.75 | km | - | - |
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BOQ_2184596.xls
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